• TABLE OF CONTENTS
HIDE
 Front Cover
 Title Page
 General
 Table of Contents
 Contract provisions
 General conditions
 Specifications - construction of...
 Specifications - construction of...
 Specifications - procurement of...
 Specifications - procurement of...
 Drawings
 Annexures






Group Title: Ground water and reclamation program, project no. 4, Upper Rechna Doab : Contract documents for construction of tubewells for the Marala-Ravi Unit
Title: Ground water and reclamation program, project no. 4, Upper Rechna Doab
CITATION PAGE IMAGE ZOOMABLE PAGE TEXT
Full Citation
STANDARD VIEW MARC VIEW
Permanent Link: http://ufdc.ufl.edu/UF00072229/00001
 Material Information
Title: Ground water and reclamation program, project no. 4, Upper Rechna Doab Contract documents for construction of tubewells for the Marala-Ravi Unit
Alternate Title: Upper Rechna Doab ground water and reclamation program
Contract documents for construction of tubewells for the Marala-Ravi Unit
Physical Description: v. (various pagings) : ill., maps ; 28 cm.
Language: English
Creator: Tipton and Kalmbach
West Pakistan Water and Power Development Authority
Publisher: Tipton and Kalmbach
Place of Publication: Denver Colo. ;
Lahore W. Pakistan
Publication Date: 1965
 Subjects
Subject: Groundwater -- Pakistan -- Rechna Doåab   ( lcsh )
Water resources development -- Pakistan -- Rechna Doåab   ( lcsh )
Genre: non-fiction   ( marcgt )
Spatial Coverage: Pakistan
 Notes
Statement of Responsibility: by Tipton and Kalmbach, Inc.
General Note: At head of title: West Pakistan, Water and Power Development Authority, Lahore, Pakistan.
General Note: "April 1965."
General Note: "Contract no.4-105."
Funding: Electronic resources created as part of a prototype UF Institutional Repository and Faculty Papers project by the University of Florida.
 Record Information
Bibliographic ID: UF00072229
Volume ID: VID00001
Source Institution: University of Florida
Holding Location: University of Florida
Rights Management: All rights reserved by the source institution and holding location.
Resource Identifier: oclc - 76822939

Table of Contents
    Front Cover
        Front Cover
    Title Page
        Title Page
    General
        B 1
        B 2
        B 3
        B 4
        B 5
        B 6
        B 7
    Table of Contents
        Page i
        Page ii
        Page iii
        Page iv
        Page v
        Page vi
        Page vii
    Contract provisions
        C 1
        C 2
        C 3
        C 4
        C 5
        C 6
        C 7
        C 8
        C 9
        C 10
        C 11
        C 12
        C 13
        C 14
        C 15
        C 16
        C 17
        C 18
        C 19
        C 20
    General conditions
        D 1
        D 2
        D 3
        D 4
        D 5
        D 6
        D 7
        D 8
        D 9
        D 10
        D 11
        D 12
    Specifications - construction of tubewells
        E 1
        E 2
        E 3
        E 4
        E 5
        E 6
        E 7
        E 8
        E 9
        E 10
        E 11
        E 12
        E 13
    Specifications - construction of appurtenant features
        F 1
        F 2
        F 3
        F 4
        F 5
        F 6
        F 7
        F 8
        F 9
        F 10
        F 11
        F 12
        F 13
        F 14
        F 15
        F 16
        F 17
        F 18
        F 19
        F 20
        F 21
        F 22
    Specifications - procurement of permanent equipment and materials
        G 1
    Specifications - procurement of permanent equipment and materials
        G 2
        G 3
        G 4
        G 5
        G 6
        G 7
        G 8
        G 9
        G 10
        G 11
        G 12
        G 13
        G 14
        G 15
        G 16
        G 17
        G 18
        G 19
        G 20
        G 21
        G 22
        G 23
        G 24
        G 25
        G 26
    Drawings
        H 1
        H 2
    Annexures
        I 1
        I 2
        I 3
        I 4
        I 5
        I 6
        I 7
        I 8
        I 9
        I 10
        I 11
        I 12
        I 13
        I 14
        I 15
        I 16
        I 17
        I 18
        I 19
        I 20
        I 21
        I 22
        I 23
Full Text

10-7, 0.:-


COPY NO. 50
CONTRACT No. 4-105


WEST PAKISTAN
WATER AND POWER DEVELOPMENT AUTHORITY
LAHORE, PAKISTAN



GROUND WATER AND RECLAMATION PROGRAM

PROJECT No. 4

UPPER RECHNA DOAB


CONTRACT DOC
FOR
CONSTRUCTION OF
FOR THE


UMENTS


TUBEWELLS


MARALA-RAVI UNIT


TIPTON AND KALMBACH, INC.
ENGINEERS


DENVER, COLORADO


LAHORE, PAKISTAN


April 1965









CONTRACT No. 4-105


WEST PAKISTAN
WATER AND POWER DEVELOPMENT AUTHORITY
LAHORE, PAKISTAN


GROUND WATER


AND RECLAMATION


PROGRAM


PROJECT No. 4


UPPER


RECHNA


CONTRACT


FOR
CONSTRUCTION OF


DOAB


DOCUMENTS


TUBEWELLS


FOR THE



MARALA-RAVI UNIT


TIPTON AND KALMBACH, INC.
ENGINEERS


DENVER, COLORADO


LAHORE, PAKISTAN


April 1965





INSTRUCTIONS
TO BIDDERS


INSTRUCTIONS TO BIDDERS


GENERAL INSTRUCTIONS


1. 1 Introduction.

(1) T a rdt.e


a shall be prepared and oubAotted in accrdrmcn with tho


blloWing INAtruoMtion E&ach TendrC I ha contain C11 infoal and dAta
required to be famisihed, and- shm-1 co-n-feb-mm to the weguirementa not forth


1.2 Definitions.

(1) Wherever the following terms are used or referred to herein
they shall have the following meanings:


Authority (WAPDA)


Engineer



Bidder




Contractor


Contract Documents





Contract


3-31-65


-- Water and Power Development
Authority of West Pakistan.

-- Tipton and.Kalmbach, Inc.,
with offices in Denver, Colorado,
U. S. A. and Lahore, Pakistan.

-- A firm invited to submit a
Tender for performance of the
work embodied in the Contract
Documents.

- The firm awarded the Contract
for performance of the work
embodied in the Contract
Documents.

- The Contract Documents consist
of the Contract Provisions,
General Conditions, Specifications,
Tender and Appendices, Draw-
ings and Addenda.

-- The Contract between the
Authority and the Contractor,
together with and including
the Contract Documents.


STD


B-1






INSTRUCTIONS
TO BIDDERS


Certificate of Acceptance




Certificate of Completion





Change Order





Date of Contract



Works


Calendar Days



Cusec


-- Certification issued by the
Engineer to the Contractor for
the acceptance of each tubewell.

-- Certification issued by the,
Engineer to the Contractor
upon completion of the Works
under the Contract.

-- A written instruction or order
issued by the Engineer modifying
the form, quality or quantity of
the Works or any part thereof.

-- Date of execution or signing of
the Contract.

-- All the construction and physical
works embodied in the Contract
Documents.

-- Where referring to time periods,
shall include Sundays and holidays.

-- The unit of measurement of flow
equivalent to one cubic foot per
second.


1. 3 Preparation of Tender.


-()Tenders haRll be prepared in thgr anpi- complwto yyith all
A.ppendioes, and fON this puVPoco6 t-here are inclu4_ded' -%.M.itE the Contreet Deett
mentS throe additional copies of tho Tender. One copy shall be marked
"Original" and the other two copies shall be marked "Copy>. Bidders Ahould
retain the copy 9f the Tender bound with the Contrait PDocumenta as their


-13I in preparing theiVr Toendo. Bidder shall observe the followingS


VeqAiremntsQ-


-A *_ S *- t. PA -- a -


-MM- enac. ;aaii DO prepare pv zining out *tnzrm P JOVrrzQ


.com.....i.. _a '.i..ou. a..lT.ratio....u.....aa an nurnmera N.


U1111DOtr~?ltrf 01ksarmn~ in.~ in~ ancI t-n'O Eln~fllT'TS 01 ILr D9~E01


Ic t Th
signing the Tender Ithall be6 inia .T


.0 comDietC ztvm


should be thout al terationa or eramsurea, except that any.
alterations or erasures to cor-rect errors made by the
Bidder hall be iJltialed by the person or persona signing


3-31-65


STD


B-2


"'


9 I


- 1 i


Ilk --
___ ql


r


r


t r r J. a. f .





INSTRUCTIONS
TO BIDDERS


(b) All Tender a hall b e in th Englih language. All written
-explanations. or other material submitted with the Tender
hall also be in the english language.

(e) The Bidder shall complete the Bill oef Quantitiee (Appcendia A
'to Tender) by quoting the unit price at which payment- is to -be
m=ade for each. item.T he portion of the unit price roprepentedl
-by costs in both foreign currency and in P skistani Rupees shall
be stated, and the .total unit Ct -in Equival ent Rupees shal
b- determined u ,ing the appropriate rate of exchange given
in the Special Stipulations of the Contract Prmo'.siosa- The
-Bidder ha.ll enter in the spaces in the appropriate coui.mn
headings of the Hill of Quathiti s the approved foreign curency,
if any, in which .he deires to receive a portion of his paye+ nto
under the Contract. All spaces in the Bill of Quantities shall
be filled in; and where no cost will hbe inraed in a particular
-currePcy, a zero. sha.,ll be 4nserted The unit rates shown in
eeach currency shall be extended to show the total cost in each
currency and in Equivalent Rupeos. The total price in EquiQ
lent RUpeoR ie the Tender Puice and shall be entered in the
-appropriate space in. the Tender. Where a diecrepancy exists
between the unit rates and the extended total amcunts or
*Equivalent RupeeSO, the unit rates will be taken a& correct and
the total amount or Equivalent Rupees adjusted aceordinglyv

(d) The prices quoted in the Bill of Quantitie hall not ilde
tho coot of import duties, ale, e-cio or other tames-o
char-ges levied by the Governmentof Pakitan or local authri-3
*ties in Pa21stan *on equipment, materials, and supplies secured
from the exterior and permanently incorporated in the tube
wells, for- which the Authority will make payment as provided
in the Contract Documents- Prices quoted shall include a-l
other costs of any nature whatsoever, and prices quoted for
procurement of equipment to be furnished hall bo for delivery
2at the. tubwell site.

(a) Firm prizee requested -In the evert prices are not firm,
the Bidder *shall so state, and shall indicattein hiWoTeader any-
stipUla~tions for adjustments in his Tender prices.-Where no
stipulations are made, Tender price 4wil be considered as
firm, and the Bidder hall agroc to accept award on that basis,

(f) The Tender must be signed by a person or persons duly
*authorized to do so.- A Tender. submitted by a corporation
secretary- Tenderr, submitted by joint ventures of two or
more firms must be accompanied by the document of far
nation of the joint venture, duly regiotored and authenticated
STD
B-3


3-31-65




INSTRUCTIONS
TO BIDDERS


before a Notary Public, in which io defined presiooly tho
eonditienfi andere uhich it m4ill function, its period of duraiLon.,
the pcrsonc authorized to represent and obligate it, the
j partic4pation of the several firra-s Forming the joint venture,
and any other information neceAsary to permit a full apprai
sal of -its functioning.


(g)1.4 Data RequirThe Tenof Bidder shall be ampanid by a T Grant
informing to the Documents require the pifiod in laurement o perma10-


(nent 3)equipment, cersentain data and Twarranted characteristfll aicsptan oining tho pthe
equ th Bidder of thseo ntrtioured allby the Bidder shaditi be submt rth in the
Cormnts appt ended to theA Tender which is qualified by the Bidder by the in theion
ratings, warrachment of charunsolicitedteristics orand other inforn mation be ubjepplicable to rejection


1.4 Data Required pmentf Bidders.

(1) Where the Contract Documents require the procurement of perma-
nent equipment, certain data and warranted characteristics pertaining to the
equipment proposed to be procured by the Bidder shall be submitted on the
forms appended to the Tender for this purpose. Bidders shall equipment and mater in the
Data to be Furnishedby Bidder (Appendix B to Tender) the dimensions, weights,
ratings, warranted characteristics and other information applicable to any
and all equipment -listed in the Bill of Quantities to be procured under the
Contract. Where the Contract does not include the procurement of such
equipment, Appendix B will be omitted from the Tender.

(2) Bidders shall include with each copy of their Tender the follow-
ing supplementary information concerning all equipment and materials pro-
posed to be furnished under the Tender:

(a) Name of manufacturer, fabricator or supplier and place
of origin of all equipment and materials to be supplied
thefor installation in and construction of the tubewells.

(b) Descriptive literature, general drawings, and photo-
graphs showing the general arrangement, construction,
and outline dimensions of all the equipment he proposes
to furnish, which shall be in sufficient detail to demonstrate
fully that the equipment he proposes to furnish meets all
the requirements of the Specifications.

(c) Material specifications of all principal parts, including
pump housing casing, tubewell casing, and discharge pipe.


3-31-65 STD
B-4







INSTRUCTIONS
TO BIDDERS


(d) Pump characteristic curves showing warranted efficiencies
and capacities at various heads per stage, the effect of
the addition of one or more stages on efficiencies, and
pump shaft horsepower requirements throughout the
curve range.

(e) Motor characteristic curves showing temperature rise,
power factor, load current and horsepower output from
no-load to full-load.

(f) Wiring diagrams and descriptive literature for all com-
ponents of the motor controls including time-current curves
for the overload relays,

(3) Bidders shall include with each copy of their Tender a detailed
list of any and all deviations and exceptions, if any, to the Specifications for
the Procurement of Permanent Equipment and Materials, together with a
full and detailed .explanation of all such deviations and exceptions. Bidders
shall also include with each copy of their Tender a list of all Standards and
Specifications, if any, which differ from those specified in the Contract
Documents, to which the Bidder proposes to conform for all materials and
equipment and the fabricating and testing thereof, and shall submit with
each copy of their Tender one copy, in English, of any and all such Standards
and Specifications to which he proposes to conform. If no, such lists of
deviations and exceptions are included with the Tender, the Tender shall be
considered to comply in every respect with the requirements of the Contract
Documents.

(4) Bidders shall also include with each copy of their Tender the
following supplementary information concerning their proposed organization
and plans for undertaking the .work:

(a) An organization chart showing the expatriate and Pakistani
supervisory staff the Bidder proposes to employ in Pakistan
for the execution of the work.

(b) A construction schedule which will show in detail the Bidder's
proposed plan of operation and construction from start to
completion of the work.

(c) A list of the major equipment proposed by the Bidder to
be used in the performance of the work. This list shall
specifically enumerate the number, type, and capacity
of all major items of equipment and the country of its
manufacture.



4-6-65 STD
B-5





INSTRUCTIONS
TO BIDDERS


1. 5 Submission of Tenders.


(1) The "Original" and one copy of the


-4


completed d Ternder., including


all Appedizacers and supplementary information, and the Tender. Guarantee
-ahll b enclosed- in the aelf- add-essedl envelope provided for, this purpose.
T'he envelope shall be properly sealed ad- filled ouft with the Bidder' _anams
and addrea and delivered in person or by registered airmail toe:

Mr. Sayyid Hamid, Chief Engineg
Ground Water and Recla2M2ation Di-ision
Woet Paldotan Water and Power Development Authority
Sunny View Estate, IMashn-Ar Road
Lahore, Pakistan

on or before the time and date given in the Notice of Tender at ;which time
and place they will be opened. Bidders are invited to be presenr.t at the
opening of Tendeape.

(2) One copy of the completed Tender, including Appendicee and
supplementary information, shall be emnclosed. in the other 6elf-addraBand
envelope provided gfor this purpone- The envelope shall be properly sealod
and filled out with thte Bidder' name and addreess, po tmarkad not later
than the time and date given in Notice of Tender, and sent by airmail tos


Tiieten and Ylcambaeh, ine


411th StreCt


1. 6 Investigation.


(1) Bidders shall determine and satisfy themselves, by such means
as they consider necessary or desirable, as to all matters pertaining to the
Tender, including the locations and nature of the work; climatic conditions;
the nature and condition of the terrain; transportation and communication
facilities; the requirements and availability of labor, water, electric power,
gravel sources, roads and all other factors that may effect the cost, duration
and execution of the work. The Bidder, by the act of submitting a Tender,
acknowledges that he has inspected the site and determined the general
characteristics and conditions of the work. The Authority will not assume
any responsibility for information, interpretations, and deductions the
Contractor may make from the data furnished by the Authority or the Engineer.
No verbal agreement or conversation with any officer, employee or agent
of the Authority or the Engineer, either before or after the execution of the
Contract, shall effect or modify any of the terms or obligations contained
in the Contract.


3-31-65


Denver. Geterade.e~-U''L' `


w I Ao


STD







INSTRUCTIONS
TO BIDDERS


1. 7 Explanation of Documents.

(1) If any Bidder is in doubt to the meaning of any part of the Con-
tract Documents, he may deliver to the Engineer a written request for an
explanation thereof, prior to 10 days before the date set for opening of
Tenders. The person submitting the request will be responsible for its
prompt delivery. Any explanations, revisions, additions or deletions to
the Contract Documents will be made only by formal Addenda, duly issued
by the Engineer to each person receiving a set of the Contract Documents.
The Authority will not be responsible for any other explanations or inter-
pretations of the Contract Documents.


1. 8 Withdrawal of Tender.

(-) A Bidder may withdraw or correct hio Tender at any time prior
to tho dato 6ot for receipt of tenders upon submission of a written reqAest,
signed in the same manner and by the same person or peroono who signed
































3-31-65 STD
B-7






CONTENTS


INSTRUCTIONS TO BIDDERS


Pae


General

1.1 Introduction ...... .. ... ..*.. ..,. ,
1.2 Definitions .......... ......................
1.3 Preparation of Tender ............,.... ,
1.4 Data Required of Bidders .................
1.5 Submission of Tenders ...................,
1.6 Investigation ...............,............
1.7 Explanation of Documents ......,.....
1.8 Withdrawal of Tender .....................


CONTRACT PROVISIONS
General
2.1 Scope of Contract ... ..................
2.2 Intent of Contract Documents .............
2.3 Laws, Rules, and Regulations ..........
2.4 Time of Contract ........................
2.5 Force Majeure ..............*........
2.6 Assignment and Sub-contracts ...........
2,7 Liquidated Damages ......................
2.8 Termination of Contract ..................
2.9 Certificates of Acceptance and Completion.
2010 Arbitration ........................ ....
2011 Quantities of Work ..........,.......
2a12 Changes in Work ........................
2&13 Contractor's Employees ................
2.14 Cooperation with Other Contractors .......
2.15 Contractor's Program .....................
2.16 Lands and Rights-of-Way .................
2.17 Supervision and Inspection ..............
2.18 Transportation and Shipping ............
2.19 Permits, Visas and Licenses .............
2.20 Patents and Copyrights .............**...
2.21 Operation of Unsatisfactory Equipment ..
2.22 Equipment Warranties .....................


B-1
B-1
B-2
B-4
B-6
B-6
B-7
B-7


C-1
C--'
C-2
C-2
C-3
C-4
C-4
C-4
C-5
C-6
C-6
C-7
C-8
c-8
C-8
C-9
C-10
C-11
C-11
C-12
C-12
C-12






Page

Finances and Payments
2.23 Performance Bond ....-....... ............. C-14
2.24 Insurance C................... ............ C-14
2.25 Advance of Funds to the Contractor
and Repayment.....***.. ..**,** ****,* **... C-15
2.26 Fidelity Bond .1........................... C-17
2.27 Terms of Payment ........................ C-17
2.28 Import Duties and Taxes ................... C-19

Special Stipulations
2.29 Provisions of Particular Application to
the Contract .,.. ..... ... .......,..... C-20

GENERAL CONDITIONS

Description of Project and Work
3.1 Location of Project ....................... D-1
3.2 Description of Area ....................... D-1
3.3 Climatological Data ...................... D-2
3.4 Geology .................................. D-2
3.5 Description of Tubewells .................. D-3
3.6 Number and Sizes of Tubewells ............ D-4
3.7 Permanent Equipment and Materials ......... D-5
3.8 Bill of Quantities ........................ D-5

Construction Requirements
3.8 Construction Equipment and Materials ...... D-10
3.9 Contractor's Camps ............... D-11
3.10 Safety ...........*..... ............ .. D-11
3.11 Clean-up ............................., ..* D-12

SPECIFICATIONS CONSTRUCTION OF TUBEWELLS

Drilling of Tubewells
4.1 General ...............*.....*.......E... E-1
4.2 Drilling ................................. E-1
4.3 Data and Records .......................... E-2
4.4 Electric Logs ...................... .. E-3
4.5 Sterilization ..... 44...................... E-3


Al
M-R








Pare

Installation of Casing
4.6 General .... ... ........ E-4
4.7 Fabrication ............................... E-4
4.8 Installation ............................... E-5

Gravel Shrouding
4.9 General ................................ E-7
4.10 Gravel Source .............................. E-7
4.11 Installation .............................. E-8

Development and Testing
4.12 General .................................... E-10
4.13 Development ".... ,..9,,*... 9....... E-10
4.14 Testing .......... .................... .. E-10
4.15 Sterilization and Sealing .................. E-13

SPECIFICATIONS CONSTRUCTION OF
APPURTENANT FEATURES

Compacted Fill
51 General o.......... .......................9 F-1
5.2 Placement of Fill .......................... F-1
5.3 Compaction ........F.-2

Concrete
5.4 General ................ ................ F-3
5.5 Portland Cement ........... ........... F-3
5.6 Reinforcement ...***........................ F-4
5.7 Aggregates ................................. F-4
5.8 Water ... ............... ...... ........ ... F-5
5.9 Air-Entraining Agent ...9... ........... F.-5
5.10 Composition of Concrete .................... F-6
5.11 Batching of Concrete ....................... F-6
5.12 Mixing Concrete ............9............ F-7
5.13 Form Construction .......................... F-7


Al
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5.14 Placing Concrete .............,....,.. F-7
5.15 Curing ...................... ....... F-8
5.16 Finishing ............................... F-9
5.17 Joints .................................. F-9


Brick Masonry
5.18 General ................ ............... F-10
5019 Materials ..... 0................,......,.... -10
5.20 Mortar .................................... F-10
5.21 Brick .................................... F-11
5.22 Placing ................................... F-11
5.23 Curing and Repair ........................ F-12


PUmp House Fixtures
5.24 General .................................. 0 F-13
5.25 Materials and Installation ................ F-13
5.26 Painting ......... ................... .. -13


Installation of Equipment
5.27 General ..........................0......00 F-15
5.28 Installation of Pumps ..................... F-15
5.29 Installation of Discharge Pipe ............ F-16
5.30 Installation of Motors .................... 7-16
5.31 Installation of Motor Controls and Wiring F-17
5.32 Servicing .........................0 ...... F-20
5.33 Operation and Acceptance Tests *..o........ F-20
5.34 Final Sterilization ....................... F-22






Al
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SPECIFICATIONS PROCUREMENT OF
PERMANENT EQUIPMENT AND MATERIALS


Standards and Design
6.1 General .................................. 0-1
6.2 Standards and Specifications .............. G-1
6.3 Drawings and Data to be Furnished by the
Contractor ..... ........................ G-2
6.4 Inspection and Tests ...................... G-3
6.5 Design of Equipment ....................... G-4
6.6 Instruction Plates and Markings ........... G-4
6.7 Shop Assembly ............... .............. G-5
6.8 Painting ......................G.......... G-6
6.9 Preparation for Shipment .................. G-6

Pumps (Water Lubricated)
6.10 General ................................... G-7
6.11 Design ..................................*. G-7
6.12 Pump Bowl Assembly ........................ G-8
6.13 Column Pipe and Line Shaft ................ G-9
6.14 Surface Discharge Head Assembly .......... G-9
6.15 Prelubrication System .................... G-10

Motors
6.16 General ... .................... ........*... G-11
0 17 Design ................................... G-11
6.18 Shop Tests ................................ G-13

Motor Controls
6.19 General .................................. G-14
6.20 Design ................... ..... ....... G-14
6.21 Main Circuit Breakers ..................... G-15
6.22 Contactors .............................. G-16
6.25 Thermal Overload Relays ................... 0-16
6.24 Watthour Meters ,.......................... G-17
6.25 Lighting Circuit Breakers ................. G-17
6.26 Conductors .....0.......................... G-17
6.27 Motor Control Cabinets .................... G-18
6.28 Shop Tests ................................ G-19
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Discharge Pipe
6.29 General .........*........................ 0-20
6.30 Materials .... ................... ..... G-20
6.31. Fabrication .................... -20


Steel Casing Pipe (Pump Housing Casing)
6.32 General .......*......................... 0-21
6.33 Materials .................................. -21


Fiberglass Casing Pipe (Tubewell Casing)
6.34 General ......... .. *. ....... 0-22
6.35 Materials Quality ................ ..... G-22
6.36 Types and Composition ....................... 0-22
6.37 Dimensions .*.**............ 0-23
6.38 Couplings ............................... G-24
6.39 Slotting Casing ..G..*.*... ... -25

DRAWINGS
Drawings
7.1 Drawing List .............................. H-1



















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ANNEXURES


A. Contract Agreement, Including Electrification I-1

I, Bill of Quantities, Including Electrification 1-15

C. Contract Amendment No. 1 1-17


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CONTRACT PROVISIONS


GENERAL


2. 1 Scope of Contract.

(I) The Bidder selected for award of the Contract will be required to
enter into a formal Contract with the Authority covering the performance of
all work necessary for the construction of the tubewells and related work in
accordance with the Contract Documents and at the prices bid in the Tender
for which the Contract is awarded. The following provisions shall be con-
sidered as forming an integral part of such Contract; provided that, where
minor deviations or modifications of language of any of the provisions is agreed
to through stipulation, negotiation, or otherwise by the Authority and the Con-
tractor, such modifications shall take precedence over the provisions set forth
herein; and provided further that where such modifications are incorporated
in the Contract, it shall be specifically stated in writing in the Contract
Agreement that such is a modification of these Contract Provisions.

(2) The Contract will cover the construction of tubewells and appur-
tenances and the procurement and installation of equipment either all or in
part, and, to the extent specified in the Contract Documents, will embody
the drilling of the tubewell; the taking of samples; the furnishing and installing
of pump housing casing and tube.well casing; the gravel shrouding; the develop-
ment and testing .of the tubewell; the construction of the pump pedestal, floor
slab, pumphouse and discharge box; the furnishing and installing of the pump,
motor, motor controls, accessory electrical equipment, grounding system
and wiring; and clean-up of each tubewell site upon completion of the work.
The Contractor :shall procure and furnish all the necessary labor, materials,
construction equipment, plant, transportation, supplies, fuel, electric
power, water and services; shall be responsible for the construction and
maintenance of all necessary construction camps, shops and warehouses;
and shall perform all other incidental work, not otherwise specifically stated
to be provided or done by the Authority, required in and for the completion
of the tubewells embodied in the Contract. The Contractor will not be re-
quired to guarantee to discover water or to produce any given rate of flow of
water from any tubewell drilled on any site selected by the Authority.


2. 2 Intent of Contract Documents.

(1) The Contract Documents are intended to cover all the work to be
done. Any and all labor and materials not specifically stated in the Contract
Documents, but which are necessary to complete any part of the work in an
acceptable and workmanlike manner, shall be furnished by the Contractor,
and the cost of all such work shall be considered to be included in the Tender
prices.
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(2) All deviations and exceptions to the Contract Documents, and
specifically to the Specifications for Procurement of Permanent Equipment
and Materials together with the alternative Standards and Specifications to
which the Contractor proposes to confirm, shall have been listed in his
Tender, and any and all such deviations and exceptions that are accepted
by the Authority will be made a part of the Contract; otherwise it will be
understood and agreed that the Contractor accepts and complies in every
respect with the requirements of the Contract Documents, that no further
deviations or exceptions will be permitted or accepted, and that all work
required to complete the Works is included in the Contract.

2.3 Laws, Rules, and Regulations

(1) The Contractor is assumed to be familiar with, and at all times
shall observe and comply with, all laws of the Government of Pakistan and
local governing bodies that in any manner may affect, control, limit, or
apply to the operations and conduct of the Contractor. The Contractor shall
be considered as the employer of all personnel whose services he uses in
carrying out the work and shall be obligated to comply with all of the
provisions of labor legislation in effect or which may be promulgated by the
Government during the course of the work.


2.4 Time of Contract

(1) The Time of Completion of the Contract shall be the number of
calendar days specified in the Special Stipulations hereof following the
"Date of Contract", which date shall be defined in the Contract Agreement.
The Contractor shall complete all work under the Contract within the number
of calendar days specified in the Special Stipulations, or within such
extended period of time as may be granted in accordance with the provisions
hereof.

(2) The Contractor will be considered as having taken into account
when submitting his Tender, all hindrances and delays incidental to such
work, whether growing out of delays in securing materials or workmen or
otherwise, or due to unfavorable or inclement weather, and will not be
granted an extension of time on account thereof.

(3) However, if the Contract be delayed at any time in the progress of
the work by "force majeure" duly proven and taken place during the course of t.e
work; by failure of the Authority to furnish rights-of-way at the sites of the
work; by failure to provide the Contractor promptly with such materials as it
is to furnish; by failure to provide permits, or other documents required for
prosecution of the work; by failure to provide advance of funds and letters
of credit within the specified time period; by delay authorized by the Engineer
pending arbitration on specifications or materials; or by any cause which the



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Engineer may decide justifies the delay, then the time of completion will
be extended for such reasonable time as the Engineer may decide. In case
of unavailability of railway wagons for transport of gravel shrouding, cement,
or other materials or equipment, which results in delaying the progress of the
work, the Engineer may grant an extension of time, provided that.the Contractor
satisfies the Engineer that in spite of all reasonable measures the Contractor
was not able to obtain the necessary number of wagons.

(4) No extension of time will be granted the Contractor for delays
resulting from suspension of work when such suspension was made because
of failure on the Contractor's part to conform to the requirements of the
Contract Documents and the orders of the Engineer or for any delay occurring
more than 10 days before claim therefore is made in writing to the Engineer.
In case of a continuing cause of delay, only one claim is necessary.


2. 5 Force Majeure.

(1) The time of completion of the Contract shall be subject to extension
due to "force majeure", such as war, military operations, revolution, strike,
lockout, riot, fire, flood, epidemic, and major loss of material and equipment
in transport such as may be beyond the control and remedy of the Contractor
and makes the performance of the Contract impossible. The term "flood" as
used herein shall be defined as the overflowing and inundating of large areas
of the terrain by rivers and not from local flows resulting from rainstorms.
Cases of "force majeure" will be cause for extension of time for completion
of the work as decided by the Engineer. Request for extension of time shall be
given in writing to the Engineer as soon as reasonably possible, but not later
than 10 days following the occurrence of the cause of delay. The Engineer, if
he agrees to the extension of time, will confirm the same in writing to the
Contractor. The period of extension in the completion time shall not exceed
the actual period of delay caused by the "force majeure".

(2) The Authority shall not be liable for any damage incurred by the'
Contractor due to any delays in construction or installation due to causes of
"force majeure".

(3) If an unavoidable delay due to reasons of "force majeure" con-
tinues for a consecutive period of 12 months, the Authority may terminate the
Contract. In such event, the Contractor will be paid for all materials and
equipment actually supplied and delivered in Pakistan and for all work com-
pleted in accordance with the Contract Documents at the unit prices quoted
therefore in the Bill of Quantities less any funds advanced to the Contractor for
which repayment has not been made. The amount to. be paid to the Contractor
for any unfinished work will be mutually agreed upon by the Contractor and
the Authority.



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2. 6 Assignment and Sub-contracts.

(1) The Contractor shall not, without the consent in writing of the
Authority, assign or transfer the Contract or the benefits or obligations
thereof, or any part thereof, to any other party.

(2) The Contractor shall not, without the consent in writing of the
Authority, sublet the Contract or any part thereof or make any sub-contract
with any person or persons for supply of any major materials and equipment,
If the Contractor with such consent sublets any part of the Contract, the
Contractor shall be as fully responsible to the Authority for acts and omis-
sions of the sub-contractor and of the persons either directly or indirectly
employed by his sub-contractor as he is for the acts and omissions of persons
directly employed by him. If any such sub-contractor fails to perform the
work undertaken by him in a manner satisfactory to the Engineer, his sub-
contract shall be immediately terminated by the Contractor uporn written
notice from the Engineer. Nothing contained in any sub-contract shall create
any contractural relationship between the sub-contractor and the Authority.


2. 7 Liquidated Damages.

(1) In the event the Contractor fails to complete the work under the
Contract within the period of time for completion specified in the Special Stipu-
lations hereof or such extension thereof as may have been granted, the Con-
tractor shall pay to the Authority the amount stated in the Special Stipulations
hereof as fixed and agreed damages for each calendar day of delay in completion
of theworkup to a maximum of 10 percent of the total Tender Price. The
Authority may deduct all such fixed, agreed, and liquidated damages from any
money then due, or thereafter to become due, the Contractor under the Contract.


2. 8 Termination of Contract.

(1) The Authority reserves the right to terminate the Contract by
giving 90 days advance notice of such termination to the Contractor for causes
provided by law, and especially for the following:

(a) If the Contractor violates any of the provisions of the Contract.

(b) If the Contractor's rate of progress is such that the work
would not be concluded within the time stipulated.

(c) If the Contractor declares himself, or is declared, as
dissolved, liquidated, bankrupt, or in arrears,. if he
merges with another company, or if he cedes, assigns,
transfers, or sublets the Contract benefits or obligations
or any part thereof as aforesaid without previous authori-
zation of the Authority.

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(2) Unless the violations or failure to promptly perform which are
cited as cause, shall cease or arrangements for removal of the cause be
made, to the satisfaction of the Authority or Engineer, within 10 days of such
giving notice to the Contractor, the right of the Contractor to proceed with the
work hereunder shall terminate at the end of the 90-day notice. In the event
of any such termination, the Authority will immediately serve notice thereof
upon the Surety for the Performance Guarantee, and the Surety shall have the
right to take over and perform the Contract. However, if the Surety does not
commence performance thereof with satisfactory progress within 30 days from
the date of notice of termination to such Surety, the Authority may take over
the work and prosecute the same to completion by such means as it shall deem
best on the account and at the expense of the Contractor. The Contractor and
his Surety shall be liable to the Authority for any excess cost occasioned the
Authority thereby, and in such event the Authority may take possession of and
utilize in completing the work, all materials, plant, and equipment of the Con-
tractor that may be on the site of the work and necessary therefore.

(3) The Authority further reserves the right to terminate the Contract
at any time after the expiration of the time for completion including such
extensions of time as may have been granted in accordance with the Contract
Documents by giving 10 days advance notice of such termination to the Contractor,
and at the end of the 10-day notice the right of the Contractor to proceed with
the work hereunder shall terminate notwithstanding any other provisions or
requirements of the Contract Documents.


2. 9 Certificates of Acceptance and Completion.

(1) The Contractor shall give the Engineer notice not less than 24 hours
in advance of the anticipated date of the operation and acceptance test of each
tubewell. Upon completion of the operation and acceptance test to the satisfaction
of the Engineer, including the completion of all work under each and every Item
of the Bill of Quantities for each tubewell, the Engineer will accept the tubewell,
and at the end of the month following, will issue to the Contractor a Certificate
of Acceptance for the entire tubewell. The Certificate of Acceptance will
certify the date upon which the entire tubewell is accepted. This date shall be
the date upon which the Contractor will be relieved of further responsibility for
the tubewell, provided however, that the issuance of a Certificate of Acceptance
shall not operate. to waive the Contractor's liability for defects in the equipment
as set forth in Clause 2. 22 hereof.

(2) Upon the completion of all work to be performed under the Contract,
including the completion of all work under each and every Item of the Bill of
Quantities, and upon having satisfactorily passed all tests and inspections, all
to the satisfaction of the Engineer, the Engineer will accept the Works and issue
a Certificate of Completion to the Contractor. The Certificate of Completion
will certify the date upon which all of the Works have been accepted, and the


3-31-65 STD
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CONTRACT
PROVISIONS


Authority shall be deemed to have taken over the Works on the date so certified,
provided however, that the issuance of a Certificate of Completion shall not
operate to waive any of the Contractor's obligations under the Contract.


2. 10 Arbitration.

(1) In the event of any question or dispute arising under or in connection
with the Contract, the same shall be referred to the award of a sole arbitrator
agreed to by both the parties or, failing such agreement, to the award of two
arbitrators, one to be nominated by the Contractor, and one to be nominated by
the Authority, or in case of the said two arbitrators not agreeing between
themselves, then to the award of an umpire to be appointed by the said two
arbitrators in writing before proceeding on the reference. The decision of the
sole arbitrator, or as the case may be, of two arbitrators or, in the event of
their not agreeing, of the umpire so appointed by them, shall be final and binding
on the.parties. The provisions of the Arbitration Act, 1940, and of the rules
made thereunder, and any statutory modification thereof, shall be deemed to
apply to and be made a part of the Contract. Reference to arbitration as pro-
vided herein shall be a condition precedent to any other action at law.

(2) Upon every and any such reference, the assessment of costs inciden-
tal to the reference and award respectively shall be at the discretion of the sole
arbitrator, the two arbitrators, or the umpire, as the case may be. Work
under the Contract shall, if reasonably possible, continue during the arbitration
proceedings, and no payment due to or from either party by or to the other,
shall be withheld on account of such proceedings.


2. 11 Quantities of Work.

(1) The number of tubewells of various capacities and heads as well as
the other quantities of work shown in the Bill of Quantities (Appendix A to
Tender) are approximate only, and the actual quantities of work performed and
equipment furnished and installed under the Contract Documents may vary con-
siderably therefrom. The Authority reserves the right to make changes in the
location of the tubewells, to omit any tubewell and to increase or decrease the
number of tubewells as may be determined to be necessary or desirable, ex-
cept that the number of tubewells actually constructed under the Contract shall
not differ from the number of tubewells stated in the Contract Agreement by
more or less than the amount stated in the Special Stipulations hereof.

(2) As the work proceeds, actual quantities of work performed will
be determined in accordance with the various criteria for measurement of
quantities set forth in the Specifications. Payments to the Contractor will be
based on the actual quantities of work performed and the unit prices set forth
in the Bill of Quantities, and the Contractor will not be entitled to any adjust-
ment in the unit prices on account of any increase or decrease in the actual
quantities from the estimated quantities set forth in the Bill of Quantities.
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2. 12 Changes in Work.

(1) The Engineer may, at any time during the course of the work by
written instructions to the Contractor, make changes in location, capacities,
or number of tubewells, subject to the limitation set forth in sub-clause
2. 11 (1) hereof, or in levels, lines, grades and dimensions of the tubewells
and the appurtenant works and structures. The Contractor shall not make
any changes in the work except in accordance with such written instructions
from the Engineer; provided that the Engineer may issue such instructions
orally and confirm them later in writing. Such changes, including increases
or decreases in the estimated quantities set forth in the Bill of Quantities as
determined by measurement of the work actually accomplished, shall not
require issuance of a Change Order.

(2) The Engineer may at any time during the course of the work make
modifications in the form, quality or quantity of the work, or any part
thereof, as follows:

(a) Change or modify the quality or quantity of any kind or
part of the work.

(b) Substitute work of any kind or amount in lieu of any work
of any kind specified herein.

(c) Require additional work of any kind, quality or quantity.

(d) Omit or delete work of any kind.

To make any modifications to the work as specified in this sub-clause, the
Engineer will issue to the Contractor a written Change Order which shall
specify the change, modification, substitution, addition,, omission or deletion
in the quality, quantity and kind of work to be performed under the Change
Order. Prior to the issuance of the Change Order, the Engineer may issue
to the Contractor written instructions to immediately proceed with such
modification in the form, quality or quantity of the work as may be required,
and the Contractor shall then immediately proceed with the work. The Con-
tractor shall not make any modifications in the form, quality or quantity of
the work as set forth in this sub-clause except as specified herein.

(3) Any increase or decrease in the estimated quantities set out in
the Bill of Quantities, subject to the limitations set forth in sub-clause 2. 11 (1)
hereof, ascertained by measurement for purposes of payment does not
constitute a change requiring the issuance of a Change Order.

(4) All work done, or omitted, pursuant to a Change Order shall be
valued at the unit prices set out in the Bill of Quantities if, in the opinion of
the Engineer, the same shall be applicable. If the Bill of Quantities does not
contain unit prices applicable to such work, or, if by reason of any Change
Order the unit price contained in the Bill of Quantities for any item is, in the

3-31-65 STD
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CONTRA-
PROVISIONS


opinion of the Engineer, rendered unreasonable or inapplicable, then a
suitable unit price shall be agreed upon between the Engineer and the Contractor,
or in default of agreement shall be fixed by the Engineer. No Change Order
shall in any way vitiate or invalidate the Contract.


2. 13 Contractor's Employees.

(1) To accomplish the work embodied under the Contract, the
Contractor shall, to the extent possible, employ Pakistani personnel, select-
ing them on the basis of their competency, efficiency, and skill in the various
occupations and trades. The Contractor shall have the right to employ special-
ized foreign personnel for key positions in his organization according to the
organization chart submitted with his Tender. The Engineer shall have the
right at any time to require the Contractor to remove from the work any of
his employees who, in the opinion of the Engineer, are incompetent, careless,
insubordinate, disorderly, or dangerous; or whose continued employment is
contrary to the best interest of the Authority; or whose conduct has brought
them in conflict with the governmental authorities.


2. 14 Cooperation with Other Contractors.

(1) The Authority reserves the right to let other contracts in connection
with, or related to the work to be done under this Contract. The Contractor
shall cooperate with all other contractors of the Authority who may be per-
forming other work at or in the vicinity of the work covered by the Contract
Documents, and shall conduct his operations so as to interfere to the least
possible extent with the work of such other contractors.

(2) Any differences or conflicts which may arise between contractors
in regard to the work will be adjusted by the Engineer. When the work of
two or more contracts is being executed at one time in such a manner that
work on one contract may interfere with that of another, the Engineer shall
decide which contractor shall cease work and which shall continue, or whether
the work on both contracts shall progress at the same time and in what manner.
In all matters relating to cooperation with other contractors, the decision of
the Engineer shall be final.


2. 15 Contractor's Program.

(1) Not later than 30 days following the date of the Contract, the
Contractor shall submit to the Engineer for approval the program which the
Contractor intends to follow in carrying out the work under the Contract with
respect to construction of the tubewells and appurtenances and for the pro-
curement, delivery and installation of the equipment. The construction




C-8


6-3-65


STD







CONTRACT
PROVISIONS


schedule shall be complete and in sufficient detail to indicate the starting
and ending dates of each operation and the sequence in which the Contractor
proposes to conduct the various operations involved in construction of the
tubewells and appurtenances. The equipment schedule shall indicate the
sequence of procurement and manufacture and the anticipated dates of com-
pletion, shipment, delivery, and installation of the major items of equipment.

(2) The Contractor shall prepare and submit to the Engineer revised
construction and equipment schedules at least every three months during the
period of the Contract, or at lesser intervals when so required by the
Engineer. The progress of the construction, manufacture and installation of
the various items of the work shall be indicated in the revised schedules,
together with any revisions proposed to be followed for the completion of the
work.

(3) The Contractor shall provide the necessary personnel and
equipment and shall work an adequate number of hours per day in order to
ensure that the performance of the work is completed in accordance with the
approved schedules. Whenever delays in the performance of the work are
encountered, the Engineer may require an acceleration in the rate of construction
and manufacture and installation of equipment in accordance with the established
schedules submitted by the Contractor and approved by the Engineer.


2. 16 Lands and Rights-of-Way.

(1) The Authority will provide all necessary lands, rights-of-way,
and free access to each tubewell site and will negotiate and pay the cost of
rights-of-way and compensation for all unavoidable damage to crops, land,
and other property. The Authority will also obtain, where necessary, per-
mission to cross roads, railways, rivers, canals, power and communication
lines, and will pay all crossing charges. The Contractor shall take all
reasonable precautions to avoid damage to crops, gardens, and all other
property during construction of the tubewells. The Contractor shall be
responsible for all damages to any property due to his negligence or careless-
ness and for all damages outside the limits of lands and rights-of-way furnished
by the Authority.

(2) The Authority will also provide, without charge, reasonable and
sufficient lands and access thereto for the Contractor's warehouses, storage
yards, offices, and camps. All use of land by the Contractor within the
rights-of-way and on lands provided by the Authority for construction purposes,
camp facilities, storage areas, or access thereto shall be subject to the
approval of the Engineer. The Contractor shall make all necessary arrange-
ments with the owners and shall pay all rentals or other costs for all land
and facilities desired by the Contractor which are not provided by the Authority.


3-31-65 STD
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(3) The Contractor shall perform such work as may be required in
constructing, improving, repairing, or maintaining any road or structure used
in the performance of the work under the Contract Documents, and the Authority
assumes no responsibility for the condition or maintenance of any road or
structure that may be used by the Contractor. Roads subject to interference
by the work shall be kept open, or suitable detours shall be provided by the
Contractor. Where the Contractor finds it necessary or elects to use existing
canal roads, the Contractor shall make all necessary arrangements and
obtain all permits from the Irrigation Department of West Pakistan for travel
over and use of such canal roads. The Authority, when requested to do so,
will give reasonable assistance to the Contractor in making necessary arrange-
ments and obtaining permits from the Irrigation Department. The Contractor
shall observe all rules and regulations of the Irrigation Department regarding
the use of said roads and the use of all canal roads shall be subject to the
approval of the Engineer. The cost of all repairs and maintenance of canal
roads which, in the opinion of the Engineer, are due to unauthorized or
imprudent use or negligence by the Contractor shall be charged to the Con-
tractor. The cost of maintaining all necessary safety measures and temporary
structures and making any necessary repairs, replacements or similar
operations required by reason of his use of such canal roads shall be borne
by the Contractor.


2.17 Supervision and Inspection.

(1) The Engineer, or his authorized representative, will be the official
agent of the Authority in all matters relating to the technical supervision of
construction of the tubewells and appurtenances and procurement and installation
of the equipment. The Engineer will have the authority to require the Con-
tractor at all times to abide by the provisions of the Contract; to supervise the
work to the end that the different parts thereof conform strictly with the Con-
tract Documents, including the Specifications and Drawings; and to determine
the quantities of work satisfactorily performed and completed. The Engineer
will supervise constantly each and all of the different features of the work,
including the quality of the materials, labor, construction operations and equip-
ment installation and the adequate performance and operation of construction
equipment.

(2) Inspectors, who are representatives of the Engineer, will be
appointed to inspect all work. The inspectors will not be authorized to revoke,
alter, enlarge, or relax the provisions of the Contract Documents nor to
delay the fulfillment of the Contract by failure to inspect the work, materials,
and equipment with reasonable promptness. Inspectors will be placed on the
work to keep the Engineer informed as to the progress of the work and the
manner in which it is being done; also to call the attention of the Contractor
to any nonconformity with the Contract Documents. They will not be authorized
to approve or to accept any portion of the work, to issue instructions contrary
to the Contract Documents, or to act as foremen for the Contractor. The

3-31-65 STD
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CONTRAC"L
PROVISIONS


inspectors will have the authority to reject defective material, workmanship
or equipment and to suspend any work that is being improperly done, subject
to the final decision of the Engineer.

(3) The Engineer and all members of his staff shall have free access to
any part of the work in progress or completed, as well as to the construction
plant and equipment, the storage areas, installations, and offices of the Con-
tractor, the sources of material, and all other places or areas occupied by the
Contractor in connection with the work. The Contractor shall make available to
the Engineer and all members of his staff all requested information, data,
documents, reports and vouchers.

(4) The Engineer will establish the location of each tubewell, and will
furnish any explanations, directions, stakes, or markers as are necessary to
carry out and complete the work contemplated and provided for under the
Contract Documents.


2. 18 Transportation and Shipping.

(1) The Contractor shall take all reasonable care and precautionary
measures in handling, transporting, and storing of material and equipment, and
shall suitably insure it against all risks. The Contractor shall be responsible
for the preparation of all equipment and materials for shipment in such a manner
as to protect them from damage in transit and shall be held responsible for all
damage due to improper preparation for shipment or in transit. The Con-
tractor shall prepare a suitable register in a form approved by the Authority in
which he shall enter the cost of all materials and equipment, if any, imported
into Pakistan under the Contract. The register shall show the quantities of the
various items of equipment separately, and shall be kept posted up-to-date.

(2) The Authority will provide all reasonable assistance to the Con-
tractor in obtaining necessary railway wagons for transport of cement, gravel,
and other materials and equipment required in connection with the Contract.


2. 19 Permits., Visas and Licenses.

(1) The Authority will, upon application from the Contractor, provide
reasonable assistance in obtaining the prompt issuance of all necessary import
permits, visas for the Contractor's foreign personnel, permits for the release
at controlled prices of those supplies which are subject to any statutory controls,
and priorities and permits for the movement of all supplies, machinery and
materials to be transported by the Contractor by railway. The Authority will,
upon application from the Contractor, also assist in obtaining proper import
licenses or permits for the importation into Pakistan of all equipment,
materials, and supplies which are to be permanently incorporated in the tube-
wells and appurtenances.



C-ll


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2.20 Patents and Copyrights

(1) The Contractor shall hold and save the Authority, its
officers, agents, and employees harmless from liability of any nature
or kind, including costs and expenses for or on account of any
copyrighted or uncopyrighted composition, secret process, patented
or unpatented invention, article, equipment, or appliance manufactured
or used in carrying out the construction of tubewells and appurtenances
and the procurement and installation of equipment under the Contract.

2.21 Operation of Unsatisfactory Equipment

(1) If, after installation, the operation of any equipment.
proves to be unsatisfactory to the Authority, the Authority shall so
notify the Contractor immediately; but the Authority shall have the
right to operate and use the equipment until the unsatisfactory items
can be taken out of service for correction of latent defects, errors
or omissions, without detriment to the Authority. The Contractor -
shall not be responsible for further deterioration to the equipment
because of such use unless the Contractor is notified of the defect
within 5 days of the discovery of such defects. However, the period
of such operation or use pending the correction of latent defects,
errors or omissions shall not exceed 12 months from the date of the
Certificate of Acceptance for each tubewell.

2.22 Equipment Warranties

(1) The Contractor shall warrant that all equipment procured
and installed in the permanent works under the Contract will be of the
highest grade, consistent with the established and generally accepted
standards for equipment of the type specified in the Contract Documents
and approved designs and drawings, and that it will fully conform to
the characteristics, efficiencies and other data set forth by the
Contractor in his offer.

(2) In the event that any equipment is found to be defective in
design, function, material, or workmanship, or does not otherwise meet
,the requirements of the Contract Documents, including errors or omissions
on the part of the Contractor, the following shall apply:

(a) Any defects in materials or workmanship or other
failures to meet the requirements of the Contract
Documents, including errors or omissions on the
part of the Contractor which are disclosed prior
to final acceptance, shall be corrected entirely
at the expense of the Contractor as directed by
the Engineer.

(b) Any latent defects not disclosed before the date of
the Certificate of Acceptance, whether due to
inadequate design, manufacture, materials or work-
manship, or for any other reason, shall upon the
request of the Authority, be corrected promptly by
Al
C-12 M-R





CONTRACT
PROVISIONS

the Contractor entirely at his expense. However,
the total period during which the Contractor will
be liable for replacements due to latent defects
shall not exceed 12 months after the date of the
tubewell Certificate of Acceptance. The Contractor
shall not be responsible for defects in function
which are the result of improper or inopportune
maintenance practices. The decision regarding the
most probable cause of defects shall be with the
Engineer and his decision shall be final.

(3) The Contractor shall secure on behalf of the Authority
written warranties in a form satisfactory to the Authority from the
manufacturers of the pumps, motors, motor controls, and accessory
electrical equipment furnished by the Contractor under the Contract,
that said manufacturers will furnish and deliver to the Authority
upon placement of a purchase order any and all spare parts for the
equipment furnished by them without prejudice and on the same terms,
conditions, and prices that said spare parts are offered on the
market to all other prospective buyers. These warranties shall be
furnished within 90 days following the date of the Contract and are
to remain in force as long as the said manufacturers shall remain in
business.































Al


M-R


C-13







CONTRACT
PROVISIONS

FINANCES AND PAYMENTS

2.23 Performance Bond

(1) The Contractor shall furnish a Performance Bond satisfactory
to the Authority within the period of time and in the amount set forth
in the Special Stipulations hereof to guarantee the completion of the
work and faithful compliance with the requirements of the Contract
Documents, including time of delivery of all equipment.

(2) The Performance Bond shall be issued by a banking or
insurance institution acceptable to the Authority and registered in
Pakistan or in any foreign country. The duration of the Performance
Bond shall extend from the Date of Contract to 12 months beyond the
date of issuance of the Certificate of Completion, on which date the
Authority will cancel the bond and return it to the Contractor. The
conditions of validity of the bond shall depend exclusively upon the
performance of the contractual obligations.

(3) The amount of the Performance Bond shall be reduced each
and every 90 days following the Date of Contract by an amount bearing
the same proportion that the number of completed tubewells accepted
during the period bears to the Total number of tubewells specified
in the Contract Agreement until the amount of the Performance Bond
is reduced to 20 per cent of its original face value.

2.24 Insurance

(1) The Contractor shall indemnify and save harmless the
Authority against all suits or actions of any kind and nature brought,
or which may be brought, against the Authority for, or on account of,
any injuries or damages received or sustained by any person, firm, or
corporation in connection with or on account of the Contractor's work
under the Contract, or by, or in consequence of, any negligence in
connection with same; or on account of the use of any improper equip-
ment; or on account of any poor workmanship; or on account of any
act of commission or omission by the Contractor or his, its, or their
agents, servants, or employees; or for any cause arising out of the
performance of the Contract. All insurance for this purpose or any
other purpose under the Contract shall be in accordance with the laws
of Pakistan.

(2) The Contractor shall secure and maintain at his own expense,
without cost to the Authority, until final acceptance and payment by
the Authority for all work covered by the Contract, adequate insurance
to protect the Authority against all such claims, suits, or actions.




Al
C-14 M-R






CONTRACT
PROVISIONS


(3) The Contractor shall secure and maintain during the life
of the Contract all required workmen's compensation insurance for
all his employees in accordance with the laws of Pakistan. The Contractor
shall comply with all laws of Pakistan relating to social benefits,
and shall secure and maintain such insurance as may be required by said
laws.

(4) In the event of any claim being made against the Authority
for which the Contractor is. liable, the Authority will promptly notify
the Contractor, who shall, at his own risk and expense, undergo all
negotiations of the settlement of the claim and any litigation that may
arise therefrom. The Authority will, at the request of the Contractor,
provide all available assistance possible, and shall be repaid by the
Contractor for any expense incurred by the Authority in so doing.

2.25 Advance of Funds to the Contractor and Repayment

(1) Within 30 days of the Date of Contract and upon receipt and
acceptance of the Fidelity Bonds in accordance with clause 4 hereof,
the Authority will advance funds to the Contractor in Pakistan Rupees
in amounts equal to :

(a) 33-1/3 percent of Letter of Credit I which is to be
established in accordance with Subclause (2)(a) of this
Clause.

(b) 30 percent of the total Portion in Rupees shown in
Column 9 of the Bill of Quantities.

Such funds will be placed at the disposal of the Contractor in a Pakistan
bank to be selected by the Contractor and acceptable to the Authority,
for the procurement of tubewell construction equipment and plant; for
the procurement of permanent equipment to be installed in the tubewells;
and for carrying out the work to be performed by the Contractor under
the Contract.

(2) Within 30 days of the Date of Contract, the Authority will
arrange for the establishment, in a Pakistan bank to be selected by the
Contractor and acceptable to the Authority, of two irrevocable and
transferable commercial Letter of Credit in favor of the Contractor
as follows :

(a) A Letter of Credit (Letter of Credit I) in Pakistan
Rupees in an amount equal to 100 percent of the
foreign currency (Rupees for Barter) component of
the total estimated cost of the Contract as shown
on the Bill of Quantities, for the purpose of
financing the procurement of all equipment, materials
and services from abroad and all other non-rupee
costs of the Contract. The Letter of Credit shall


C-15


M-R







CONTRACT
PROVISIONS


provide that the bank be authorized to make subsequent
advances in amounts of 33-1/3 percent of the value of
the Letter of Credit remaining after the initial advance,
upon the liquidation of the initial and each !:cceding
advance.

(b) A Letter of Credit (Letter of Credit II) in Pakistan
Rupees in an amount equal to 100 percent of the
Rupee component of the sub-total set forth in the
Tubewell Bill of Quantities for the Procurement of
Equipment. The Letter of Credit will provide that
the bank be authorized to make ia'ymntc to the
Contractor upon the presentation of invoices,
shipping documents and such other documentation
as may be required by the Authority.

(3) Funds from the Letter of Credit established under Subclause
(2)(a) of this Clause shall be utilized only for the payment of the FOB
value of goods exported from Pakistan to Yugoslavia under the terms and
conditions of the Barter Agreement between the Governments of Pakistan
and Yugoslavia under which barter payments for work done 'under this
tubewell construction Contract will be made. No part of the subject
Letter of Credit shall be converted into foreign currency or remitted
outside Pakistan. In the event that, upon completion of the Contract,
the total non-Rupee cost of the work is determined to be less than
the amount utilized by the Contractor for the purchase and export of
barter goods from Pakistan, the balance of the Letter of Credit shall
be refunded by the Contractor to the Authority in foreign currency,
materials or service as agreed upon.

(4) Repayment of funds advanced to the Contractor pursuant to
the provisions of Subclause (1) of this Clause will be made as follows:

(a) Repayment of funds advanced from Letter of Credit I
shall be effected by deducting from each and every
monthly payment made to the Contractor, an amount
equal to 100 percent of the total Rupees for Barter
payment due for the work completed, until the full
amount of the funds advanced has been repaid to the
Authority.

(b) Repayment of funds made available to the Contractor
from Letter of Credit II shall be effected by deducting
from each and every monthly payment made to the
Contractor an amount equal to 100 percent of the total
amount due under Portion in Rupees payments for
Equipment Items until the full amount of the funds
made available has been repaid to the Authority.


2/6/65


C-16


M-R





CONTRACT
PROVISIONS


(c) Repayment of funds advanced to the Contractor under
Subclause (1)(b) of this Clause shall be made by
deducting from each and every monthly payment made
to the Contractor an amount equal to 75 percent
of the total Rupee payment due the Contractor for
work completed under Construction Items, Item 1-1
through Item 10 and Installation Items, Item 11
through Item 16-2, all Items as shown on Schedule A,
Bill of Quantities.

2.26 Fidelity Bonds

(I) As a prerequisite to obtaining the advance of funds under
the provision of Subclause 2.25 (1) hereof, the Contractor shall
furnish to the Authority, Fidelity Bonds.acceptable to the Authority,
guaranteeing the faithful and correct use of funds advanced. The
Fidelity Bonds shall be in U.S. Dollars and Pakistan Rupees in amounts
equal to the non-Rupee and Rupee portions of the funds advanced,
respectively, and may be reduced in value every 90 days by amounts
equal to the amounts deducted from payments to the Contractor during
the proceeding 90 days in accordance with Subclause 2.25 (4)(a) and
(c) hereof.

2.27 Terms of Payment

(1) Measurement of the work performed and completed by the
Contractor will be, made by the Engineer, or his authorized represent
for the purpose of payment under the Contract in accordance with the
criteria set forth herein and in the Specifications and elsewhere in
the Contract Documents.. All measurement of the work will be recorded on
inspection reports which will be signed as being correct by the person
making the measurements and.countersigned by the Engineer. The
Contractor or his representative shall certify his acceptance of
the'measurement of the work as correct by signing each inspection
report.

(2) Payments for the work performed and completed by the
Contractor will be based on actual measurement of the work completed.
Payment will be made for each Item in the Bill of Quantities at the
unit price bid in the Bill of Quantities for the appropriate Item.
The amount bid and paid for under each Item of the Bill of Quantities
shall be full payment for all work specified under that Item of the
Bill of Quantities as described in the applicable section of the
Specifications and as shown on the Drawings.

(3) Payment to the Contractor for work completed in accordance
with the Contract will be made by two separate payments for each tube-
well as follows :


2/6/65


C-17





CONTRACT
PROVISIONS


(a) Upon certification by the Engineer of completion
of all Items in the Bill of Quantities under
"Construction of Tubewells" for each tubewell,
the Authority will pay to the Contractor the total
amount due the Contractor for work completed under
"Construction of Tubewells", based on the unit
prices bid therefore in the Bill of Quantities and
the actual quantity of work performed.

(b) Upon completion of all work under each and every
Item of the Bill of Quantities for each tubewell
and upon issuance of the Certificate of Acceptance
therefore, the Authority will pay to the Contractor
the total amount due the Contractor for work
completed under "Construction of Appurtenant Features"
and "Procurement of Equipment" based on the unit
prices bid therefore in the Bill of Quantities and the
actual quantity of work performed.

The total amounts due to the Contractor as determined in accordance with
this sub-clause will be reduced by the amounts owed by the Contractor
to the Authority for repayment of the funds advanced and funds expended
through Letters of Credit pursuant to the provisions of Clause 2.25
hereof,

(4) The Contractor shall prepare and submit to the Engineer at
the end of each month a statement in such form and number of copies
as the Engineer may prescribe showing the amounts to which the Contractor
considers himself to be entitled as payment for work completed during
the month. The Engineer shall examine each such monthly statement and
shall certify the amount of payment to be made to the Contractor after
first deducting amounts due the Authority for repayment of funds
advanced to the Contractor in accordance with sub-clauses 2.25 (4) and
2.25 (5) hereof. Payments will be made to the Contractor by the
Authority within 30 days of the Contractor's submission of each monthly
statement to the Engineer.

(5) The Contractor will not be paid anything on account of
anticipated profits from the work or any portion thereof which is
not actually performed, nor will the Contractor be paid more than the
unit price bid for any item of the Bill of Quantities because the
actual number of tubewells or quantity of work is greater or less
than the number of tubewells or quantity of work shown in the Contract
Documents.





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C-18 M-R






CONTRACT
PROVISIONS

2.28 Import Duties and Taxes

(1) The Authority will pay or reimburse the Contractor for the
cost of all import duties, sales, excise, or other taxes levied by
the Government of Pakistan, or local authorities in Pakistan, on.
equipment materials, and supplies required to be secured from abroad
and imported by the Contractor into Pakistan which are necessary for
the prosecution of the Contract, except for food stuffs, liquor,
tobacco, and household furnishings and supplies or personal items for
the Contractor's personnel. Reimbursement to the Contractor will be
made in Pakistan Rupees. The Contractor shall submit to the Engineer
after the end of each month a detailed account of the amount of import
duties, sales, excise and other taxes paid by him during that month
for which he considers that he will be entitled to reimbursement. Such
detailed statement shall be accompanied by receipted invoices and such
other documentation as the Authority may specify.

(2) The .Contractor, upon completion of the work may, at his
option, either export from or retain in Pakistan any or all equipment,
materials or supplies secured from the interior or imported by the
Contractor into Pakistan for the purpose of or in connection with the
Contract which become surplus or which are not expended or incorporated
into the permanent works. In case the Contractor exports from
Pakistan within 15 months following the date of issuance of the
Certificate of Acceptance for the last tubewell any equipment,
materials or supplies for which the import duties were paid by the
Authority, the Contractor shall, in consultation with the Authority,
claim refund of all such import duties, upon such export, and
the credit for all sums received as drawback on such import duties
shall be repaid to the Authority. In case such equipment, materials
or supplies for which the import duties, sales, excise and other
taxes were paid by the Authority upon import by the Contractor and
which are not expended or incorporated into the permanent works, are
not exported from Pakistan nor used in or on a subsequent Authority
project, within 15 months following the date of issuance of the
Certificate of Acceptance for the last tubewell, the Contractor shall
pay to the Authority an amount equal to the import duties, sales,
excise and other taxes originally paid by the Authority on all such
equipment, materials and supplies.

(3) The Contractor, within 30 days following the Date of
Contract, shall execute a bond, or bonds in favor of and acceptable
to the Authority in the full amount of all import duties, sales,
excise and other taxes paid by the Authority, guaranteeing repayment
to the Authority of all such import duties, sales, excise and other
taxes, in the event that equipment, materials and supplies which are
not expended or incorporated into the permanent works are not
exported from Pakistan nor used in or on a subsequent Authority
project, within 15 months following the date of issuance of the
Certificate of Acceptance for the last tubewell.




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2/6/6 C-19 M-R


, vq v


T






CONTRACT
PROVISIONS



SPECIAL STIPULATIONS


2.29 PFoviaiogn of Particu-lar Aplication to Contract No. 4-105

1. The Time of Completion of the CONTRACT shall be 450
calendar days following the Date of CONTRACT.

2. The amount of Liquidated Damages shall be Rea1,000
per day.

3. The amount of the Performance Bond shall be in U.S.
Dollars in an amount equivalent to 20 percent of the
Tender Price. The Performance Bond shall be
submitted to the AUTHORITY not later than 15 days
following the Date of .the Contract.

4. The number of tubewells to be constructed under the
CONTRACT shall not differ from the number set forth
in the CONTRACT AGREEMENT by more than 10 percent or
lees than 10 percent.


2/6/65


M-R


C-20





GEiDERAL
CONDITIONS


GENERAL CONDITIONS

DESCRIPTION OF PROJECT AND WORE


3.1 Location of Project

(1) The Marala-Ravi Unit of Salinity Control and Reclamation
Project No. 4 (Upper Rechna Doab) is situated in the former Punjab
area of West Pakistan in the northern half of the Indus Valley. The-
Indus Valley is a vast alluvial plain, varying in width from 100' to
300 miles and extending some 800 miles from the foothills of the
Himalaya Mountains to the Arabian Sea. Topographically the valley is
virtually flat, having a gentle slope of about one foot per mile in
the direction of the flow of rivers toward the sea. The Indus River
flows near the westerly limits of the valley and within the region
flow four of the.major tributaries of the Indus: the Jhelum, Chenab,
Ravi and Sutlej Rivers. The soils are fertile and much of the land
of the Indus Valley, including areas in which tubewells are to- be
constructed, is irrigated by some of the largest irrigation systems
in the world. i

(2) Karachi is the largest city, with a population of about
two million, and the only seaport of West Pakistan. Lahore, the
headquarters of the Authority and a city of about one and one-half
million.inhabitants, is situated about 750 air miles northeast of
Karachi at an elevation of about.650 feet above sea level. The present
seat of the Central Government of Pakistan is at Rawalpindi, about
150 miles north of Lahore. The general area of the Project is served
by both roads and railways from Karachi, Lahore, and other centers.

3.2 Description of Area

(1) The northern third of Rechna Doab, which is embodied in
Salinity Control and Reclamation Project No. 4, has, for planning and
construction purposes, been subdivided into a number of individual
project areas. The Marala-Ravi Unit extends over an area of about
195,000 acres in Upper Rechna Doab between the Marala-Ravi and B.R.B.D.
Link Canals. The general location of the Area is shown on the Drawings
included in the Contract Documents. Most of the lands embodied in
the Marala-Ravi Unit area are now irrigated with canal water supplied
by the canal system offtaking from the Marala-Ravi.Link as shown on
the Drawings. In general, the tubewella will be located alongside,
or in the vicinity of, distributaries, branches, minors, and lesser canals
of the irrigation system, and spaced at intervals varying from
approximately one-quarter to two miles apart.


D-1





GENERAL
CONDITIONS

3.3 Climatological Data

(1) The Marala-Ravi Unit area is situated at elevations varying
from approximately 750 to 800 feet above sea level. The climate is hot,
except during the winter months of November to February. Annual
precipitation varies from an "-e e # of approximately 37 inches in the
vicinity of Sialkot to 22 inches at the southern tip of the unit area.
However, the amount of rain occurring in individual years may vary
between wide limits. Most of this precipitation generally occurs during
the monsoon rains of July, and August.

(2) Temperature and precipitation data recorded at the weather
stations at Lahore and Sialkot are indicated in the following table :

Table 1

TEMPERATURE AND RAINFALL DATA


LAHORE


SIALKOT


Month
January
February
March
April
May
June
July
August
September
October
November
December


Air Temp.
Monthly
Max.
66.4
72.6
82.5
94.4
103.8
107.0
98.4
96.5
95.5
91.2
81.3
71.5


oF.
Mean
Min,
42.5
46.4
57.2
66.5
74.6
80.8
80.8
79.6
75.4
64.4
51.2
43.4


Total


Monthly Mean
Rainfall
(inches)
1.55
0.42
0.88
0.48
0.32
1.12
5.10
5.44
3.43
0.72
0.32
0.50

20.28


Air Temp.
Monthly
Max.
64.5
69.6
80.5
93.6
103.5
105.8
96.8
93.2
94.6
91.8
79.3
68.2


0F.
Mean
Min.
44.4
48.0
57.8
66.4
76.6
81.5
80.6
78.2
74.5
67.2
54.2
45.6


Monthly Mean
Rainfall
(inches)
2.25
1.05
1.36
0.84
0.55
2.56
7.64
11.55
5.56
1.84
0.95
0.78

36.93


3.4 Geology

(1) All of the tubewells will be situated in the Indus Valley
alluvium which consists, in general, of fine-to medium-grained sand
of much greater depth than the depth of penetration of the tubewells.
In general, the upper most part of the formation is composed of fine
sand, silt, and clay with coarse sand being more commonly found at
increasing depth. The entire formation is interspersed with occasional
layers or lenses of silt and clay. Within the areas where the tube-
wells are to be constructed, the present ground water surface lies at
depths varying from a few feet up to 20 feet below the ground surface.


D-2


M-R






GENERAL
COrDITIONS


(2) The Authority does not guarantee that the material i-ll be
as described herein, nor the correctness of any interpretations, deduc-
tions, or conclusions indicated relative to subsurface conditions.


3.5 Description of Tubewells

(1) The tubewells are to be constructed as a means of lowering
the level of the ground water within the area, as well as supplying
supplemental water for irrigation of lands which are now served with
canal water supplies. Each tubewell will have a minimum design discharge
capacity determined on the basis of the culturable area under its
command and the canal supplies available to the area.

(2) All tubewells are to be drilled with reverse circulation
rotary drill rigs. The diameter of the drill bit and the total depth
of the tubewells will vary depending upon the capacity of the tubewell
and the materials encountered. An accurate drilling log of each
tubewell is to be made, and samples taken of the materials through
which the tubewell is drilled. Following completion of the drilling
operation, an electric log may be made of a number of the tubewells as
req esti4:bythq Engineer.

(3) Upon the completion of drilling,blank and slotted fiberglass
tubewell casing sections, either 8 or 10 inches in diameter, are to be
placed in the tubewell for the specified lengths. Steel pump housing
casing is then to be connected to the tubewell casing by means of a
concentric tapered reducer and installed in the tubewell. The pump
housing casing is to be :~14 'or i16 inches in diameter, depending on
the size of the pump to be installed.

(4) After installation of the pump housing and tubewell casing,
the'tubewell is to be shrouded (packed) with selected gravel, varying
in size from No. 16 to 3/8 inch. The tubewell is then to be developed
and tested until it will efficiently produce clear wat4r at a pumping
rate of 150 percent of the design capacity. When the tubewell has been
satisfactorily developed and tested, a concrete pump pedestal and floor
slab are to be constructed. Each tubewell is to be equipped with a
deep-well, vertical turbine pump, direct-connected to a vertical, hollow-
shaft motor. All motor controls and accessory electrical equipment are
to be installed and connected and the equipment placed in operating
condition and tested to demonstrate that the entire installation meets
the requirements of the Contract Documents.

(5) A brick masonry pump house with removable roof is to be
constructed to house the pump, motor, motor controls and accessory
electrical equipment and a brick masonry discharge box is to be
constructed at the outlet of the pump discharge pipe.


D-3


M-R





GLriEAL
CONDITIONS


(6) The connection of the electrical equipment to the power
source, and construction of facilities to convey water from the outlet
of the discharge box to its point of use are not a part of this
Contract.

3.6 Number and sizes of Tubewelle

(1) The capacities of individual tubewells will vary from one to
five cusecs each in one cusec increments. It is anticipated that the
total depths of the tubewells will vary from 180 feet to 400 feet with
an average estimated at between 250 feet and 300 feet. The pump housing
casing will extend approximately 60 to 70 feet below ground surface.
Pump Total Head will vary fror approximately 50 to 60 feet, and the
horsepower rating of the pump motor and the motor control will vary
with the capacity and pump head established for each tubewell. The
approximate number of tubewells to be constructed for the various
capacities and pump heads are as follows :


Table 2
APPROXIMATE NUMBER OF TUBEWELLS

Number Capacity Pump Head Pump Setting Length of
of (cusecs) (feet) (feet) Pump Housing
Tubewells (feet)

49 2.0 50 50 65
53 3.0 50 50 65
124 4.0 60 60 75
74 5.00 6 60 75


Table 3
CAPACITY OF TUBEWELLS

Pump Total Head Capacity (cusecs) Total Number
(feet) 2.0 3.0 4.0 5.0 of Tubewells

50 49 x x x 49
50 x 53 x x 53
60 x x 124 x 124
60 x x x 74 74
Total Number of 49 53 124 74 300
Tubewells





GENERAL
CONDITIONS
3.7 Permanent Equi&ment and Materials
(1) All permanent equipment and materials to be installed in and made
a part of the tubewells shall be complete in every respect and in accordance
with the Specifications. The permanent equipment and materials shall consist
of vertical turbine pumps electric motors, motor controls, steel casing
pipe (pump housing casing), fiberglass casing pipe (tubewell casing) and steel
discharge pipe.

(2) The approximate number of pumping units, to be furnished by the
Contractor, each consisting of pump, motor and motor control, with the design
requirements therefore are tabulated in Table 4.

(3) The approximate quantities of steel pump housing casing, fiberglass
tubewell casing and steel discharge pipe to be furnished by the Contractor with
the design requirements therefore are tabulated in Table 5. The actual lengths
of the various types and sizes of pump housing casing and tubewell casing
required for each installation will be determined by the Engineer on the basis
of the conditions observed in the field. The Contractor shall furnish all
appurtenant fittings required for complete installation of the casing,
including concentric, tapered steel reducers, straight and reducer couplings
and bail plugs and connecting flanges.

(4) The Quantities stated in Table 5 and in the Bill of Quantities
may not necessarily agree since one is made for the purposes of payment and
bid comparison and the other is made to indicate tubewell design criteria.
The Contractor shall be solely responsible for furnishing the amounts of pipe
and other material required to complete the work under the contract and
should order these items according to his estimated requirements and not
necessarily according to the Quantities indicated in Table 5 or the Bill
of Quantities.

3.8 Bill of Quantities
(1) The Bill of Quantities (Appendix A to Contract) sets forth the
approximate quantities of work by Items for the purposes of payment. The
amount bid for each Item of the Bill of Quantities shall be full payment for
the completion of the work specified herein and elsewhere in these
Specifications and on the Drawings. The work to be performed and the
equipment and materials to be furnished and installed under each Item of
the Bill of Quantities for which payment will be made is as follows t

(a) Items 1-1 through 1-3. Drilling of Tubewells: All work
required in connection with drilling the borehole at each
desginated site, as specified in the section "Drilling
of Tubewells" except for making of electric logs, which
will be paid for under Item 2. Payment will be made at
the unit price per linear foot bid in the Bill of
Quantities for Item 1-1, 1-2, or 1-3, Drilling of
Tubewells.

(b) Item 2 .Electric Log: All work required in connection
with making electric logs of a number of bore holes, as
specified in Clause 4.4 "Electric Logs". Payment will
be made at the unit price per tubewell bid in the Bill
of Quantities for Item 2, Electric Log.



30/6/65 D-5 M-R





CONSTRUCTION OF TUBEWELLS
MARALA-RAVI UNIT
TABLE 4
PUMPS AND MOTORS DESIGN REQUIREMENTS
PUMP RATING PUMP BOWL EFF. PUMP SIZES AND DIMENSIONS
MOTOR OVER-ALL
ITEM NO. PUMP AT RATED ATIOFEET COLUMN MINIMUM MINIMUM MINIMUM MAXIMUM AT RAT EFFICIENCY
N OF CAPACITY TOTAL TOTAL LESS THAN AND SHAFT COLUMN SHAFT DISCHARGE NOMINAL HORSE- TOTAL HEAD
NO. UNITS (CUSECS) HEAD HEAD RATED LENGTH DIA, DIA. PIPE DIA. BOWL DIA. POWER CAPACITY
(FEET) (PERCENT) TOTALHEAD (FEET) (INCHES) (INCHES) (INCHES) (INCHES) (PERCENT) (PERCENT)
(PERCENT)
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (it) (12) (13)
17 49 2 50 80 75 50 8 1-3/16 8 12 87 62.5


18 53 3 50 80 75 50 8 1-3/16 8 12 87 62.5


19 124 4 60 80o 75 60 10 1-3/16 10 14 87 62.5


20 74 5 60 80 75 60 10 1-3/8 10 14 87 62.5
















!f





CONSTRUCTION OF TUBEWELLS
: MARALA-RAVI UNIT
TABLE 5
_CASING AND DISCHARGE PIPE DESIGN REQUIREMENTS
APPROXIMATE QUANTITIES
NOMINAL MINIMUM LINEAR FEET FOR TUBEWELL CAPACITIES TOTAL
CASING OR PIPE MATERIAL TYPE DIA. WALL THICKNESS 49 53 124 74 LENGTH
(INCHES) (INCHES) 2.0 3.0 4:0 5.0 (LIN FT.)
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
Pump Housing Steel Plain 14 0.250 60. 60 70 14,800
Pump Housing Steel Plain 16 0.250 70 5,180

Tubewell Fiberglass Plain 8 0.180 20*. 12* 12* 12* 3,992
Tubewell Fiberglass Plain 10 6.180 16* 20* 24* 5,104

Tubewell Fiberglass Slotted 8 0.200 100 60 60 60 20,624
Tubewell Fiberglass Slotted 10 0.200 80 100 120 25,520

Discharge Steel Plain 8 0.188 8 8 816
Discharge Steel Plain 10 0,188 8 8 1,584



The amount of blank (plain) fiber glass tubewell casing may vary considerably from the approximate
quantities shown, depending upon the amount of non water producing formation encountered,





I
.

!







GENERAL
CONDITIONS

(c) Items 3 through 8, inclusive, Furnish and Install
Casing: All work required in connection with the installa-
tion of casing pipe, as specified in the section "Installa-
tion of Casing", and including the furnishing of steel
pump housing casing and of fiberglass tubewell casing of
the designated size and thickness, either plain or slotted,
and including all reducers, couplings, bail plugs, flanges
and other materials or equipment such as bottom seal
plates, centralizers or for making connections all in
accordance with Specifications "Procurement of Permanent
Equipment and Materials". Payment will be made at the
unit price per linear foot bid in the Bill of Quantities
for Items 3 through 8, Furnish and Install Casing.

(d) Item 9. Furnish and Place Gravel Shrouding: All work
required in connection with furnishing and installing
gravel shrouding as specified in the section, "Gravel
Shrouding", including backfilling uncased bore hole as
directed by the Engineer. Payment will be made at the
unit price per linear foot bid in the Bill of Quantities
for Item 9, Furnish and Place Gravel Shrouding.

(e) Item 10, Development and Testing: All work required in
connection with the development and testing of each tube-
well, as specified in the section, 'Development and
Testing". Payment will be made at the unit price per
tubewell bid in the Bill of Quantities for Item 10, Develop-
ment and Testing.

(f) Item 11. Concrete: All work required in connection with
the construction of concrete portions of structures,
including, but not limited to, pump pedestal, pump house
footings and floor slab, and discharge box floor slab,
and including cement, reinforcement, entraining agent,
curing compound, and for forming, mixing, placing,
finishing and curing, as specified in the section, "Concrete"#
Payment will be made at the unit price per cubic yard bid
in the Bill of Quantities for Item 11, Conorete.

(g) Items 12, 12-2 and 12-3. Compacted Fill: All work required
in connection with furnishing, placing and constructing a
compacted fill foundation for the pump house at tubewells
designated by the Engineer as specified in the section "Compafted
Fill Payment will be made at the unit price per cubic
yard bid in the Bill of Quantities for Item 12, 12-2 or 12-3,
Compacted Fill.


30/6/65


D-8







GENERAL
CONDITIONS

(h) Item 13, Brick Masonry: All work required in connection
with the construction of the brick masonry portions of
structures, including, but not limited to, pump house and
discharge box, and including cement, sand, and bricks and
for placing masonry as specified in the Section "Brick
Masonry". Deduction will be made for all openings for
doors, but no deduction will be made for openings in open
brickwork. Payment will be made at the unit price per
cubic yard bid in the Bill of Quantities for Item 13, Brick
Masonry.

(i) Item 14, Pump House Appurtenances: All work required in
connection with furnishing and installing wood doors,
corrugated metal roofing, hardware, paint and other materials.
as specified in the section "Pump House Fixtures". Payment
will be made at the unit price per pump house bid in the Bill
of Quantities for Item 14, Pump House Appurtenances.

(j) Item 15, Installation of Equipment: All work required in
connection with the installation of permanent equipment at
each tubewell and for furnishing, installing and connecting
all other equipment and materials for the complete equipment
installation at each tubewell, including, but not limited to,
anchor bolts, electrical conduit, lighting system, grounding
system and hardware as specified in the Section "Installation
of Equipment". The permanent equipment to be installed at
each tubewell consists of pump, (including discharge pipe),
motor and motor control, as specified under Specifications
"Procurement of Permanent Equipment and Materials".
Payment will be made at the unit price per tubewell bid in
the Bill of Quantities for Item 15, Installation of Equipment.

(k) Items 16-1 through 20, inclusive, Pump, Motor and Motor
Control: Furnishing of the permanent equipment, consisting
of pump (including discharge pipe), motor, and motor control
for each tubewell including meters, lighting panel, lights
and all accessory equipment required for a complete installa-
tion and for manufacturing, testing, painting, preparation
for shipment, and shipment, as specified under Specifications
"Procurement of Permanent Equipment and Materials". Payment
will be made at the unit price per each complete unit,'
consisting of pump (including discharge pipe), motor and
motor control, bid in the Bill of Quantities for Items 16-1
through 20, Pump, Motor and Motor Control.

(1) Item 21, Contractors Camp: All work required in connection
with constructing and furnishing a camp for the Contractors
use as specified in the Section "Contractor's Camps". Payment
will be made at the lump-sum price bid in the Bill of
Quantities for Item 21, Contractor's Camp.


30/6/65


D-9


M-R








CONSTRUCTION REQUIREMENTS


3. 9 Construction Equipment and Materials.

(1) Unless otherwise specifically stated in the Contract, the
Contractor shall furnish all necessary construction equipment and materials
for the construction and installation of the tubewells and appurtenances. The
construction equipment shall include, but not be limited to, drilling equipment
of the reverse rotary type, together with all supporting and additional equip-
ment and accessories necessary for taking samples; for installing the tubewell
casing and pump housing casing; for slotting the tubewell casing, if required;
for placing gravel shrouding; for developing and testing the tubewell; for
determining straightness'and verticality of pump housing casing; for construct-
ing the concrete pump pedestal and floor slab; for installing the pumps, motors,
motor controls, and accessory electrical equipment; for constructing the pump
house and discharge box; for the performance of the operating and acceptance
tests; and for sterilizing the tubewell. All construction equipment shall be in
good, serviceable condition and shall be capable of doing the work. All equip-
ment shall be maintained in satisfactory operating condition and all necessary
repairs shall be promptly made.

(2) The Contractor shall also furnish all testing instruments, equip-
ment and materials required by the Contractor for his use in ascertaining
that construction materials, permanently installed equipment and the finished
work conform to the requirements of the Specifications and for carrying out
all tests required by the Specifications to be performed by the Contractor.

(3) Materials to be furnished by the Contractor shall include all
materials necessary for the operation and maintenance of the Contractor's
equipment and forces, and all the materials required for installation in each
tubewell, including casing, gravel, Portland cement, brick, reinforcement,
aggregates, forms, electrical conduit, conductors, wiring and fittings, and
all other equipment and materials necessary to perform the work in a complete
and satisfactory manner.

(4). The Authority will assist, if so requested, in obtaining allocations
of an adequate quantity of Portland cement for the construction of the tubewells
and appurtenances ex-manufacturer's works in Pakistan; for which the Con-
tractor will be required to pay directly to the manufacturer the controlled
price of cement if prices are controlled by the Government, or if prices are
not controlled by the Government, the market price at the date of purchase.


3-31-65 STD
D-10




GENERAL
CONDITIONS


3. 10 Contractor's Camps.

(1) The Contractor shall construct, maintain, and operate all
camps, offices, shops, warehouses, and other facilities required by him
for the construction and installation of the work and for the accommodation,
health and welfare of his staff and employees. The construction, maintenance
and operation of all camps and facilities of the Contractor shall be in strict
compliance with the West Pakistan Labour Camps Rules, 1960, as published
in the Gazette of West Pakistan of June 3, 1960, and any amendment to the
rules which may be officially promulgated from time to time.

(2) The Contractor shall make all arrangements and provide for
suitable electrical power supply, potable water supply and sanitary waste
disposal systems in all his camps. The location of the Contractorts camps,
including camps or establishments of all persons or parties in the vicinity
operating or associated with the Contractor, and all buildings, facilities and
utility systems therein shall be subject to the approval of the Engineer.

(3) The Contractor shall provide adequately equipped and properly
staffed portable first aid stations or dispensaries at sub-camps and other
strategic locations to administer emergency first aid treatment at any time
required and free of charge to all personnel and employees of the Contractor
and to the employees of the Engineer and the Authority. The number and
extent of facilities furnished and the Contractor's staff for administering
first aid treatment shall be subject to approval by the Engineer.

(4) Any community and recreational facilities which the Contractor
may provide at his camps shall be available to employees of the Authority
and their dependents and to the Engineer on the same terms as such facilities
are available to the Contractor's employees.

(5) Upon completion of the work the Contractor shall, within twelve
months of the date of issuance of the Certificate of Completion, remove from
the site or sites the entire and complete camps, including all buildings of any
kind, all utilities, both overhead and underground, and all other facilities,
materials, equipment, plant and refuse or waste materials, or shall other-
wise dispose of the entire and complete camps as agreed upon with and to
the satisfaction of the Authority. He shall remove from the site or cover
with earth, all oil, ashes, rubbish and other foreign materials; fill any
excavations; and leave the site in a neat condition to the satisfaction of the
Engineer.


3. 11 Safety.

(1) The Contractor shall take all necessary and reasonable pre-
cautions to reduce to a minimum the risk of injury to or loss of life of
personnel in the prosecution of the work. The Contractor shall provide for


4-16-65


D-11


STD




GENERAL
CONDITIONS


the handling of cement and all other materials in a manner that will not be
dangerous to the health and safety of personnel. He shall also establish
signals, warning lights, flood lights, and watchmen in all locations where
such precautions may be necessary. When work is performed at night,
adequate lighting shall be provided.


3. 12 Clean-up.

(1) Upon completion of construction, equipment installation and
operation test of each tubewell, the Contractor shall tear down and remove
all temporary structures provided and occupied by him; shall remove all
plant and refuse or waste materials; shall clean all permanently installed
equipment and structures; shall remove from the site of the work, or
satisfactorily cover with earth, all oil, ashes, rubbish, and other foreign
material ; shall refill any excavations; and shall leave the area in a neat and
satisfactory condition. At all times during the construction, the Contractor
will be required to keep the site of the work in a reasonably neat condition
md shall promptly remove all refuse, 'debris, trash, and rubbish. Issuance
3f the Certificate of Acceptance and payment for the work under the Contract
Documents will not be made until the final clean-up has been made to the
satisfaction of the Engineer.



























1-31-65 STD


D-12





DRILLING OF
TUBEWELLS

SPECIFICATIONS

CONSTRUCTION OF TUBEWELLS


DRILLING OF TUBEWELLS


4. 1 General.

(1) Drilling of tubewells shall consist of all work required in connec-
tion with drilling the bore hole at each designated site as specified herein and
on the Drawings or as directed by the Engineer, including, but not limited to,
moving in, setting up, preparing the site, drilling the bore hole, collecting
data and keeping records, making electric logs of bore holes designated
by the Engineer, installing and removing temporary casing, dismantling,
moving out and cleaning up.

(2) Measurement for drilling of tubewells will be made of the actual
depth of each bore hole drilled, measured from the original ground surface,
for the depth of bore hole specified by the Engineer. No measurement will be
made of overdrilling required because of sloughing, caving ground or for the
Contractor's use in setting casing; for tubewells abandoned due to jammed
tools, caving ground, or negligence on the part of the Contractor; or for
tubewells not constructed in accordance with all of the requirements of these
Specifications. Measurement for electric logs will be made of the number
of complete logs actually made at the direction of the Engineer.


4. 2 Drilling.

(1) The Contractor shall drill each bore hole at the location estab-
lished in the field by the Engineer. The Contractor shall prepare the site
for the construction of the tubewell and shall provide for the disposal of
water, cuttings, and refuse from his operations away from the tubewell.

(2) The bore hole shall be drilled by the reverse circulation rotary
method with a minimum drill bit diameter of 22 inches. Each bore hole
shall be drilled to the depth specified by the Engineer. It is anticipated that
the depth of tubewells will vary; however, no minimum depth for any individual
tubewell or average depth for all tubewells is guaranteed. The bore holes
shall be drilled sufficiently straight and plumb so that the pump and tubewell
casing may be installed concentric with the hole and within the tolerance
specified for plumbness of the casing. Waste materials from the drilling
operation shall be disposed of in a manner approved by the Engineer.

(3) The Contractor shall be responsible for protecting the tubewells
from contamination by foreign material until the completed tubewell and
appurtenant facilities are accepted by the Engineer. The Contractor shall


3-31-65


STD






DRILLING OF
TUBEWELLS


bear any expense that may result from damage to any tubewell, tools,
or equipment that may be caused by caving, washing, or other distur-
bances within the tubewell.

(4) Where necessary to prevent sloughing and caving of surface
material, the Contractor shall furnish and install a conductor casing with
a minimum diameter 2 inches greater than the bit diameter from not
less than 6 inches above the ground surface to a sufficient depth to encounter
firm material. The conductor casing shall be new or used pipe of adequate
strength for the purpose. After the drilling is completed, the conductor
casing shall be removed by the Contractor and shall remain his property.

(5) If unstable material is encountered in drilling, the Contractor
shall stabilize the material in a manner approved by the Engineer. The use
of drilling fluid additives or other suitable materials may be employed in
stabilizing the bore hole when such use is specifically approved by the Engineer.
If necessary, temporary casing shall be furnished and installed by the Con-
tractor to hold the walls of the hole during drilling operations and until the
gravel shrouding has been placed. All temporary casing shall be removed by
the Contractor in 5- to 10-foot stages as the gravel shrouding is placed. The
temporary casing may be new or used and shall remain the property of the
Contractor.

(6) If, in the opinion of the Engineer, it is necessary to discontinue
work on any bore hole because it is out of line more than the amount specified
or on account of jammed tools, caving ground, or because of negligence on
the part of the Contractor, the Contractor shall drill another bore hole at
an alternative location designated by the Engineer. The Contractor will not
be entitled to payment for any work done or materials furnished for bore
holes abandoned as a result of his operations or negligence.


4. 3 Data and Records.

(1) The Contractor shall keep an accurate drilling log of each bore
hole, including a description of all materials encountered and their location
in the bore hole. The fact that the Engineer or his representative may be
present and keeping a separate record shall not release the Contractor from
this responsibility. In the case of defective or incomplete records, the Con-
tractor shall complete the records at his own expense. All records and data
shall be kept by the Contractor on forms approved by the Engineer. The
Contractor shall deliver to the Engineer the original of all records, and all
such records shall become the property of the Authority.

(2) Representative ditch samples or cuttings of the material pene-
trated shall be taken at each change in lithology encountered and from each
10 feet of depth of the bore hole. Special care shall be exercised to determine


3-31-65


STD






DRILLING OF
TUBEWELLS


the thickness and location of each change in material encountered and to
obtain satisfactory samples. Immediately upon taking each sample, the
sample shall be placed in a cloth bag, partitioned wooden box, or other
approved container, properly marked for identification, and plainly labeled
with the depth of the top and bottom of the section of the bore hole repre-
sented. The containers shall be furnished by the Contractor. The method
of obtaining, processing, and storing the samples will be subject to approval
by the Engineer. The Contractor shall deliver all samples to the Engineer
at the site of the tubewell, except that when requested to do so by the Engineer,
the Contractor shall deliver specified samples to the Engineer's field head-
quarters.


4. 4 Electric Logs.

(1) An electric log shall be made by the Contractor of a number of
bore holes as designated by the Engineer. The number of bore holes to be
logged will be determined in the field by the Engineer, and prior to the be-
ginning of the drilling of each bore hole, the Contractor will be notified by
the Engineer whether or not that bore hole is to be logged. The equipment
and apparatus for making the electric logs shall be complete and suitable for
making logs in large diameter holes and will be subject to the approval of the
Engineer. The electric log shall show the spontaneous electrical potential
and resistivity at each point in the bore hole for the total depth of each bore
hole logged and shall be of the form specified by the Engineer. The original
of each electric log shall be delivered to the Engineer and shall become the
property of the Authority.


4. 5 Sterilization.

(1) The Contractor shall furnish and add calcium hypochlorite solu-
tion to the drilling fluid to thoroughly sterilize the fluid, tools and equipment
used in drilling the bore hole. The calcium hypochlorite solution shall be
introduced in the bore hole during the drilling operation in proportion to the
volume of water pumped by the circulation pump on the drilling rig. Suffi-
cient calcium hypochlorite shall be used to maintain an average concentration
of 50 ppm of free chlorine in the bore hole. The procedure and equipment
used to introduce and disperse the calcium hypochlorite solution in the bore
hole shall be at the option of the Contractor, and shall be approved by the
Engineer.







3-31-65 STD
E-3




INSTALLATION
OF CASING




INSTALLATION OF CASING


4. 6 General.

(1) Installation of casing shall consist of all work required in connec-
tion with the installation of all casing pipe, comprising steel pump housing
casing and fiberglass tubewell casing, both plain and slotted, required for
each tubewell as specified herein or on the Drawings or as directed by the
Engineer and shall include, but not be limited to, storing, fabricating and in-
stalling all pump housing and tubewell casing, including concentric reducers.

(2) Measurement for installation of casing will be made of the total
length of each size, wall thickness and type of pump housing and tubewell
casing actually installed in the tubewell, including length of concentric
reducers. The measurement of length will be taken from the elevation of the
top of the pump housing casing to the bottom of the tubewell casing. For
measurement of length, concentric reducers will be considered as casing
of the larger size to which the reducers are directly connected. No measure-
ment will be made of centralizers, bail plugs or other accessories required
for the complete installation.


4. 7 Fabrication.

(1) The depth of pump housing casing will be established by the
Engineer for each tubewell depending on the future water levels anticipated.
Lengths of the specified diameter of steel casing shall be provided to extend
the pump housing casing from the elevation of the top of the pump housing
casing to the depth established by the Engineer.

(2) Adjoining sections of pump housing casing shall be assembled
by field welding. The ends of the casing sections shall be beveled for butt
welding or butt straps shall be provided. All field welding shall be performed
by the electric arc method, using heavily coated welding rods suitable for
all-position welding. After being deposited, welds shall be cleaned of slag
and shall show uniform sections, smoothness of weld metal, feather edges
without overlap, and freedom from porosity and clinkers. The pump housing
casing shall be connected to the tubewell casing by means of a concentric,
tapered reducer which shall be furnished by the Contractor.

(3) The lengths and sizes of fiberglass tubewell casing to be installed
shall be specified for each tubewell by the Engineer and shall be sufficient to
extend from the bottom of the pump housing casing to the bottom of the tubewell.
Tubewell casing for 2. 0-cusec capacity tubewells shall consist of 8-inch
diameter pipe. Tubewell casing for all tubewells having a capacity greater
than 2. 0 cusecs shall consist of 8-inch diameter pipe for the bottom 60 feet
of the tubewell and 10-inch diameter pipe for the remaining length of


4-16-65


STD


E-4






INSTALLATION
OF CASING


tubewell casing as required. The bottom of the tubewell casing shall be
provided with a bail plug as shown on the Drawings. The tubewell casing
shall consist of slotted sections for installation opposite water yielding
formations and plain pipe sections in the lowest 4 feet of the tubewell and
opposite non-water yielding formations as directed by the Engineer.

(4) The fiberglass tubewell casing shall be connected to the steel
pump housing casing below the concentric, tapered steel reducer. The tube-
well casing shall be connected to the bottom of the tapered steel reducer by
means of a cemented, sleeve-type fiberglass coupling. Adjoining sections of
tubewell casing shall be connected by means of either cemented, sleeve-type
couplings or threaded couplings. All materials and procedures used in
making connections shall be in accordance with the fiberglass pipe manu-
facturer's recommendations for producing joints having a strength equal to
or greater than that of the connecting pipe sections.


4. 8 Installation.

(1) The Contractor shall install the entire pump housing and tubewell
casing assembly straight, plumb, and concentric in the drilled hole to permit
the installation of the pump in such a manner that it will operate satisfactorily
and without damage.

(2) Centralizers, spacers or other suitable devices shall be attached
to the tubewell casing so that it will be centered in the drill hole throughout
its entire length and held in such position while gravel shrouding is being
placed. Centralizers may consist of suitably designed fiberglass lugs on the
fiberglass couplings or wooden blocks of suitable design either cemented or
otherwise attached to the pipe or couplings in a manner that ensures that the
pipe is accurately centered in the drill hole. The detail design of centralizers
and the method of attachment to the pipe and couplings shall be subject to
the approval of the Engineer.

(3) The Contractor shall install the pump housing casing so that the
deviation of its axis from the vertical shall not exceed 1-1/2 inches at the
bottom of the pump housing casing. Measurements for determination of
verticality and straightness of the pump housing casing shall be made by the
Contractor in the presence of the Engineer upon completion of the gravel
shrouding.

(4) Measurements for determining the deviation of the pump housing
casing from the vertical shall be made by the use of a circular plumb having
a minimum outside diameter of 1/2-inch less than the inside diameter of
the pump housing casing. The plumb shall hang vertically and shall be sus-
pended in the center of the pump housing casing from a point 10 feet above
the top of the casing. When the plumb is lowered to the bottom of the pump


3-31-65


STD






INSTALLATION
OF CASING


housing casing, the line from which the plumb is suspended shall not deviate
from the center of the pump housing casing at the top by more than that
corresponding to a deviation of the plumb of 1-1/2 inches at the bottom of
the pump housing casing. All deviations shall refer to a vertical line passing
through the center of the pump housing casing at the top of the pump housing
casing.

(5) Straightness shall be determined by lowering a section of pipe
40 feet long or a dummy of the same length to the bottom of the pump housing
casing. The minimum outside diameter of the pipe or dummy shall be
1/2-inch less than the inside diameter of the pump housing casing. If a dummy
is used, it shall consist of a rigid spindle with three cylindrical rings, each
ring having a height of at least 12 inches. The rings shall be true cylinders
and shall be located at each end and in the center of the dummy. The central
shaft of the dummy shall be rigid so that it will maintain the alignment of the
axis of the cylindrical rings. The pump housing casing shall be sufficiently
straight so the pipe or dummy can be passed freely throughout the entire
length of the pump housing casing. Plumbs, pipes and dummies used in these
tests shall be approved by the Engineer.

(6) Any tubewell failing to meet the specified requirements for
straightness, verticality and concentricity shall be abandoned, and the Con-
tractor shall construct a new well at his own expense at an alternative site
designated by the Engineer.

(7) After completion of installation of the pump housing casing and
approval of the installation by the Engineer, the Contractor shall paint the
letter and number designation of the tubewell on that portion of the pump
housing casing which projects above the ground surface. All paint, brushes,
stencils and other materials required shall be furnished by the Contractor.
The characters shall be not less than six inches high, shall be painted with
lines one inch wide, and shall be positioned on the casing in accordance with
the Engineer's instructions.


3-31-65


STD






GRAVEL
SHROUDING




GRAVEL SHROUDING


4.9 General.

(1) Gravel shrouding shall consist of all work required in connection
with furnishing and installing gravel shrouding in the annular space between
the walls of the bore hole and the outside of the casing assembly and in any
uncased length of bore hole drilled at the direction of the Engineer as speci-
fied herein and on the Drawings including, but not limited to, developing the
source, excavating, stockpiling, grading, washing, storing, shipping, and
installing gravel shrouding in each tubewell.

(2) Measurement for gravel shrouding will be made of the depth of
the gravel shrouding actually furnished and placed in the tubewell, measured
from the ground surface to the depth of the bore hole requested by the Engineer.
If the entire length of the bore hole specified to be drilled by the Engineer is not
cased, the Contractor will be paid 1. 15 times the unit price bid per linear foot
for gravel shrouding for the uncased length of the bore hole which is backfilled
with gravel shrouding material.


4. 10 Gravel Source.

(1) There is no known source of gravel suitable for tubewell shroud-
ing within the Project. Investigations which have been made to date indicate
that deposits of usable gravel are located some 200 miles northwest of Lahore.
Accessible sources of gravel -for shrouding are located on the Campbellpur-
Pindi-Ghaib metalled road, some 3 to 5 miles from the Campbellpur railhead.

(2) The site is generally suitable for the installation of a screening
plant, although the deposit area may be expected to be inundated during flood
periods and it may be necessary to stockpile gravel in order to operate the
screening plant continuously during such periods.

(3) The gravel source and plant site will be made available free of
charge to the Contractor for the production of gravel for shrouding, aggregate
for concrete, and other uses as required by the Contract Documents and as
directed by the Engineer. All gravel processed from sources made available
free of charge to the Contractor and not used for the performance of the work
specified herein shall revert to and become the property of the Authority.

(4) The results of the explorations and investigations indicated
above are furnished for information only, and the Authority will not be re-
sponsible for any deduction, interpretation, or conclusion drawn therefrom


3-31-65


STD





GRAVE L
SHROUDING


by the Contractor. Neither will the Authority be responsible for the amount
of work involved nor the amount of materials it will be necessary to waste
in order to obtain the required amount of suitable gravel. Upon withdrawal
from the site, the Contractor shall remove all structures and equipment and
shall grade and clean up the site as directed by the Engineer.

(5) The Contractor may obtain gravel from alternative locations,
subject to the approval of the Engineer, provided that the gravel meets the
requirements of the Specifications, and that there is no additional cost to the
Authority.


4. 11 Installation.

(1) The annular space between the outside of the casing assembly and
the wall of the drilled hole shall be gravel shrouded by the Contractor from
the bottom to the top of the tubewell in such a manner that there will be no
voids other than the intergranular space between the gravel particles. If,
at the Engineerts direction, the bore hole is not cased the full depth designated
to be drilled, the uncased length of the bore hole shall be filled with gravel
shrouding.

(2) The Contractor shall furnish all gravel used for shrouding which
shall be clean, hard, well-rounded, washed, carbonate free, and water worn,
without thin, flat particles and with the following gradations:

United States Standard
Screen Number Per Cent Passing

3/8-inch 100
No. 4 60 80
No. 8 20 40
No. 16 0-5

(3) The method of placing the gravel and the equipment used will be
subject to approval by the Engineer. The Contractor shall circulate water
in the tubewell, as the gravel is being placed, by lowering the drill pipe
inside the casing and operating the circulation pump. The gravel shall be
placed to the top of the tubewell and shall be finally settled by bailing after
all gravel has been placed. The top of the gravel shrouding shall be main-
tained at the ground level at all times during developing, testing, and pumping.
Gravel and gravel placement not meeting these requirements will be subject to
rejection by the Engineer, and all gravel so rejected shall be replaced by the
Contractor at his own expense at no additional cost to the Authority.

(4) Temporary casing, if used, shall be carefully withdrawn in 5-
to 10-foot stages during placement of the gravel shrouding and the gravel shall
be introduced so that each stage of the hole above the bottom of the casing is


E-8


6-3-65


STD






GRAVEL
SHROUDING


completely filled before the casing is withdrawn to the next stage. The process
of withdrawing the temporary casing shall be continued until the bottom of the
temporary casing is at least 10 feet above the top of the tubewell casing. Above
this point the temporary casing may be removed or left in place, at the option
of the Contractor, provided that no payment will be made to the. Contractor for
temporary casing left in place.














































3-31-65 STD
E-9





DEVELOPMENT
AND TESTING




DEVELOPMENT AND TESTING


4. 12 General.

(1) Development and testing shall consist of all work required in
connection with the development of each tubewell to produce the design capacity
of relatively sand free water with a minimum drawdown, and the testing of each
tubewell to determine the effectiveness of the development operations as speci-
fied herein or as directed by the Engineer. Development and testing shall
include, but not be limited to, surging, backwashing, and pumping the tubewell
at higher than rated capacity; testing the tubewell for specific capacity, sand
content and degree of development; and sterilizing and sealing each tubewell.

(2) Measurement for development and testing of tubewells will be
made of the number of tubewells developed, tested, and accepted by the
Engineer.


4. 13 Development.

(1) The development procedures and methods used for development
of the tubewells shall be established by the Contractor subject to approval
by the Engineer, and the development operations shall be witnessed by
the Engineer from their initiation to their completion. The Contractor
shall maintain a complete record of the development operation and shall
make regular periodic measurements of discharge rates, sand content
and water level measurements. The procedures used shall include back-
washing and pumping at higher than rated capacity and may include surging
or similar procedures determined by the Contractor.

(2) The development of the tubewell shall be performed for a minimum
of six hours by step pumping, backwashing, and surging the tubewell with a
vertical turbine pump. The Contractor may notify the Engineer at any time
following the completion of the six-hour pumping period that the tubewell is
ready for testing.


4. 14 Testing.

(1) The Contractor shall test each tubewell under the Engineer's
direction as described herein. Upon completion of the development oper-
ations the tubewell shall be permitted to recover for a minimum period of
one hour. During this recovery period, the tubewell shall be sounded.
If the comparison of the depth by sounding and the length of the casing string
indicates there is more than six feet of material in the tubewell, it shall be
cleaned to within two feet of the bottom of the casing.

3-31-65 STD
E-10





DEVELOPMENT
AND TESTING


(2) Following the recovery period, the tubewell shall be pumped
at 150 percent of rated capacity for a period of one hour. The water pumped
shall at all times be clear and free from turbidity. At the end of the first
five minutes of pumping, the sand content of the water shall be determined
by using a 1000-milliliter Imhoff cone or other device approved by the
Engineer. The sand content of the water at this time shall be less than
100 ppm. A second sand content determination shall be made 10 minutes
after the start of pumping. The sand content at this time shall be less than
30 ppm. If. the sand content tolerances are exceeded at this time, or at
any subsequent time up to the time of final acceptance of the installation,
while pumping at the rate of 150 percent of design capacity or less, the
development of the tubewell shall be considered incomplete and the Con-
tractor shall resume development of the tubewell at this own expense
until such time as the tubewell will produce water meeting the sand content
tolerances. Sand content determinations, water level, and discharge
measurements during the remainder of the one-hour sand test period
shall be made as directed by the Engineer.

(3) When the sand test has been satisfactorily completed, the
tubewell shall be further developed for 4 hours at 150 percent of the rated
capacity of the tubewell by surging and backwashing with the test pump
at five- to ten-minute intervals. Following the development period, the
tubewell shall again be pumped for a period of one hour at 150 percent
of design capacity during which time the sand test shall be repeated. The
specific capacity of the tubewell shall be determined from the water level
measurements and flow rates obtained during the pumping periods. If the
specific capacity obtained from the second pump test is found to be more
than 10 percent greater than that obtained in the first pump test, the de-
velopment shall be considered to be incomplete and the Contractor shall
resume development, at his own expense, until the tubewell is developed
sufficiently to meet this requirement.

(4) Upon satisfactory completion of the above 1-hour pumping period
the tubewell shall be permitted to recover for a period of one hour. Upon
the completion of this recovery period, a four-hour multiple step pump
test shall be performed by pumping the tubewell for one hour at each of
approximately four equal increments. The last increment shall be at 150
percent of rated capacity. Following this last increment of the step test,
the tubewell shall be.pumped at a rate of 150 percent of design capacity
for a period of two hours.

(5) The following is a short summary of the development and
testing procedure:







3-31-65 STD
E-1l





DEVELOPMENT
AND TESTING


Development
Development time 6 hours (minimum)
Recovery 1 hour (minimum)

Testing
Pumping period 1 hour
Development 4 hours
Pumping period 1 hour
Recovery 1 hour (minimum)
Step pumping 4 hours
Pumping period 2 hours

(6) The Contractor shall furnish all necessary equipment for testing
the tubewell, including a water-lubricated or oil-lubricated test pump capable
of delivering at least 150 percent of the tubewell rated capacity at all stages
of the tests, a valve for fine adjustment of the discharge, an electric measuring
device to determine the drawdown during each stage of the test, conductivity
meters for determining water quality, and Imhoff cones to measure sand content.
If oil-lubricated test pumps are used, the Contractor shall exercise all
reasonable precautions to keep the leakage of lubricating oil into the tubewell
at a minimum and shall promptly remove all oil which collects on the water .
surface in the tubewell by the addition of detergents or other suitable chemicals
and pumping the emulsified oil from the tubewell. In the event the Contractor
fails to keep the leakage of oil into the tubewell within acceptable limits or to
promptly remove oil accumulations from the tubewell, the Engineer will order
the use of oil-lubricated test pumps discontinued, and the Contractor will be
restricted to the use of water-lubricated pumps for testing of the tubewells.
The actual depth of setting for the test pump will be determined by the Engineer
after the iubewell has been developed. Piping, gauges, orifices, meters, weir
boxes or other measuring devices shall be furnished, installed and removed
by the Contractor and shall remain his property. All measuring devices and
testing equipment will be subject to approval by the Engineer.

(7) The Contractor shall take drawdown and discharge measurements
and other pertinent data during each test at intervals as specified by the
Engineer. All such data shall be recorded on forms approved by the Engineer,
and the original of such forms shall be delivered to the Engineer at the com-
pletion of the development and testing operations.


4. 15 Sterilization and Sealing.

(1) After development and testing of the tubewell has been satisfactorily
completed, and when approved by the Engineer, the Contractor shall sterilize
the tubewell by dispersing copper sulfate (Cu S04. 5 HO0) at the rate of two pounds
of copper sulfate per 100 feet of bore hole throughout the entire depth of the-
tubewell. The procedure and equipment used to introduce and disperse the
copper sulfate in the tubewell shall be at the option of the Contractor, and shall
be approved by the Engineer.
3-31-65 STD
E-12






AND TESTING


(2) Upon completion of sterilization of the tubewell the Contractor
shall seal the tubewell with a i-inch thick steel plate cap welded to the pump
housing casing around its full circumference, or by some other method ap-
proved by the Engineer. Compliance with this requirement will not relieve
the Contractor of his responsibility for the safeguarding of any part of the
tubewell completed until the Certificate of Acceptance is issued for the entire
tubewell in stallation.












































3-31-65 STD
E-13





FILL


SPECIFICATIONS


CONSTRUCTION OF APPURTENANT FEATURES


COMPACTED FILL


5. 1 General.

(1) Compacted fill shall consist of all work required in connection
with constructing a compacted fill foundation for the pump house at tubewells
designated by the Engineer as specified herein and on the Drawings including,
but not limited to, excavating the required material, transporting the fill
material to the tubewell site, preparing the surface under the fill, placing the
fill material in the pump house foundation, obtaining the proper moisture*,:.
content, and compacting the fill material.

(2) Measurement for compacted fill will be made of the volume of
compacted fill in place to the lines and grades shown on the Drawings or
established by the Engineer. No measurement will be made of excavation
required to obtain the fill material.


5.2 Placement of Fill.

(1) All compacted fill shall be constructed of suitable material
obtained from borrow areas or other excavation in the immediate vicinity of the
tubewell. The location, extent and depth of excavation in borrow areas shall
be as directed by the Engineer. Upon completion of excavation of material
required for compacted fill, the Contractor shall grade and leave the borrow
area in a condition acceptable to the Engineer.

(2) Prior to placement of fill material, the ground surface on which
the fill will be placed shall be scarified or loosened and moistened so as to
provide an adequate bond with the fill material.

(3) The fill material shall be placed in horizontal layers not more
than 6 inches thick after being compacted, and in such a manner that the
compacted fill will be free from lenses, pockets, streaks or other imperfections.
The material when placed shall have the optimum practicable moisture content
required for the purpose of compaction, as determined by the Engineer and the
moisture content shall be uniform throughout each layer. If the moisture content
is less than optimum for compaction, the moisture content shall be supplemented
by sprinkling and reworking the material at the site of compaction. If the mois-
ture content is greater than optimum for compaction, the material shall be dried
by reworking, mixing with dry materials, or other approved means.

3-31-65 STD
F-l






COMPACTED
FILL


5. 3 Compaction.

(1) The Contractor shall compact the fill material to the specified
lines and grades by manual or pneumatic tampers or other means approved
by the Engineer. Care shall be exercised in compacting the fill immediately
adjacent to the pump housing casing, and any damage resulting from placing
and .compacting of the fill shall be repaired by and at the expense of the
Contractor,

(2) The fill material shall be compacted until the dry density of the
compacted material is not less than 90 percent of the laboratory maximum
dry density as determined by the Standard Proctor Compaction Test (ASTM
Designation: D698) for the materials being compacted. The Engineer will
take samples of the material being compacted and will perform the tests
required to determine that the compaction meets the requirements of these
Specifications.


3-31-65


STD






CONCRETE


.CONCRETE


5.4 General.

(1) Concrete shall consist of all work required in connection with
constructing concrete portions of structures; including, but not limited to,
furnishing cement, reinforcement, sand, n.r v.: ;rtes and all other materials;
furn: -hin: and installing formwork; and watching, placing, finishing and curing
the concrete, All excavation, leveling, grading, backfill, cleanup and other
work incidental to and required for construction of concrete structures, except
compacted fill for pump house foundations, shall be performed by the Contractor
as work included under concrete.

(2) Measurement for concrete will be made of the volume of concrete
measured to the neat lines of the structures as shown on the Drawings or as
modified by the Engineer, No measurement will be made of excavation and
other earthwork required for concrete structures; or for furnishing reinforce-
ment, Portland cement, or any otber materials required for concrete.


5, 5 Portland Cement,

(1) All cement shn.ll be ordinary Portland cement conforming to the
requirements of ASThM De .il.:-',cn: C150, Type 1, or the British Standards
In stitution De signation: BS I 1Z..

(2?) Ce('xentL in sacks shall be delivered in t : wel .-made, paper
or cloth bags, each plainly marked with the manufacturer's brand. The
-.-ht of all packages shall be uniform. Packages received in broken or
ed condition shall be rejected, or accepted only as fractional packages.
Shipments of sacked coerent in which more than five percent of the sacks
weigh less than 112 pounds will be cause for rejecting the entire shipmer.t.
.A.t the Contractor'9s c..,t.;ir. cement :..v be delivered in bulk, providing the
Contractor provides approved storage, weighing devices, and all other
nece s ary facilities s to ensure kee;': ; the cement in. good condition.

(3) The Contr..cto:r shall provide suitable storage fcr cirment at
approved places cocuven.ient to the work, and the ce-rent shall at all times be
caref.illy and in workm-a ike ranuner protected by him against moisture
and exposure to air, Cemaent in packages shall not be piled to a height ex-
ce.- 5:., feet, Bulk cement shall be stored in wv:- i,i. -tight bins or silos
cornstructed so that there v-ill be no dead storage.


STD




CONCEUc; r~L


5. 6 Reinforcement.

(1). Concrete reinforcement shall be new steel bars. conforming to
ASTM Designation: A15 for Billet-Steel Bars, Intermediate Grade, and may
be either plain or deformed bar 1Xa si l aof brs shall be as shown on the
Drawings or as directed. The reinforcement when placed shall be free from
loose mill scale, rust, and from coatings that destroy or reduce the bond.
Where there is delay in depositing concrete, reinforcement shall be rein-
spected and cleaned when necessary.

(2) Reinforcement shall be accurately fabricated to the dimensions
shown on the Drawings. Reinforcement shall not be straightened or rebent in
a manner that will injure the material. Bars with kinks, or bends not.shown .
on the Drawings, shall not be used. Heating of the reinforcement will not be
permitted. Reinforcement shall be accurately positioned and secured against
displacement by ur-i iron wire ties at intersections, and shall be supported /
as required. In all cases sufficient supports for horizontal reinforcement
shall be used so that there will be no sagging of the bars.


5. 7 Aggregates.

(1) All sand and coarse aggregate for concrete, and sand for mortar
and grout shall be furnished by the Contractor and may be obtained bythe
Contractor from any approved source.

(2) The term "sand" is used to' designate aggregate in which-the
maximum size of particles is 3/16 of an inch. Sand for concrete, mortar
and grout shall be either natural or manufactured sand, or a mixture of
natural sand and manufactured sand, provided that the manufactured sand
meets all the requirements set forta for natural sand. The sand, as delivered
to the watching plant, shall have a rcarnably uniform and stable moisture
content. All operations for blending natural sand and manufactured sand will
be subject to the approval of the Engineer at all times.

(3) The sand shall consist of hard, dense, durable, uncoated rock
fragments and shall be free from injurious amounts of dust, lumps, soft or
flaky particles, shale, alkali, organic matter, loam, mica and other deleter-
ious substances. The sand as batched shall be well-graded, and when tested
by means of U. S. Standard Screens, at least 95 percent by weight shall pass
a No. 8 screen, not more than 15 percent shall pass a No. 100 screen, and
not more than 3 percent shall pass a No. 200 screen. Sand having a specific
gravity of less than Z. 52 may be rejected.

(4) The term "coarse aggregate" is used to designate aggregate that
is reasonably well-graded from 3/16-inch to 1-1/2-inches or any size or
range of sizes within such limits. Coarse aggregate for concrete shall consist


4-16-65


STD


F-4




CONCRETE


of natural gravel or crushed rock or a mixture of natural gravel and
crushed rock.

(5) The coarse aggregate shall consist of well-shaped, hard, dense,
durable, uncoated rock fragments, and shall be free from objectionable
quantities of wood fragments. The percentage of material passing a No. 200
screen in any size of coarse aggregate, as delivered to the watching plant,
shall not exceed one percent by weight. The sum of the percentages of all
deleterious substances in any size, as delivered to the bathing plant, shall
not exceed three percent, by weight. Coarse aggregate may be rejected if
it fails to meet the following test requirements:

(a) Los Angeles rattler test. If the loss exceeds 10 percent,
by weight, at 100 revolutions, or 40 percent, by weight,
at 500 revolutions.

(b) Specific gravity. If the specific gravity (saturated surface-.
dry basis) is less than 2. 52.

(c) Sodium-sulfate test for soundness. If the weighted average
loss after five cycles is more than 10 percent, by weight.

(6) The coarse aggregate shall be separated into nominal sizes, as
follows:

Designation Nominal Minimum Percent
of Size Size Range Retained on Screens

3/4-inch 3/16-inch to 3/4-inch Not less than 40 percent
nor more than 65 percent
on 3/8-inch.

1-1/2-inch 3/16-inch to 1-1/2-inch 25 percent on 1-1/4-inch.


5. 8 Water.

(1) The water used in concrete, mortar and grout shall be free from
objectionable quantities of silt, organic matter, alkali, salts and other im-
purities, and shall be subject to approval by the Engineer.


5. 9 Air-Entraining Agent.

(1) The Contractor at his option and own expense may use an air-
entraining agent in all concrete. The air-entraining agent used shall conform
to the requirements of ASTM Designation: C260 and shall be of uniform
consistency and quality within each container and from shipment to shipment.


3-31-65 STD
F-5




CONCRETE


The air-entraining agent will be subject to sampling and testing by the Engineer.
The amount of air-entraining agent used shall be such as will effect the en-
trainment of from 4 to not more than 6 percent of air, by volume, in the con-
crete as discharged from the mixer. The agent shall be added to the batch in
solution in a portion of the mixing water.


5. 10 Composition of Concrete.

(1) Concrete shall be composed of Portland cement, sand, coarse
aggregate, water and if desired by the Contractor, an air-entraining agent,
all well-mixed and brought to the proper consistency. All concrete shall
develop a compressive strength at 28 days of not less than 2, 000 pounds per
square inch. The proportions of the various ingredients shall be as deter-
mined by the Engineer from time to time during the progress of the work and
as tests are made of samples of the aggregate and the resulting concrete. The
mix proportions and appropriate water-cement ratio will be determined on the
basis of the production of concrete having suitable workability, density, im-
permeability, durability, and required strength, without the use of an excessive
amount of cement. All concrete shall have a minimum cement content of five
cubic feet of cement per cubic yard of concrete. The net water-cement ratio
of the concrete (exclusive of water within or absorbed by the aggregates) shall
not exceed 0. 60 by weight.

(2) Tests of the concrete will be made by the Engineer and the mix
proportions shall be changed whenever necessary for the purpose of securing
the required workability, density, impermeability, durability or strength,
and the Contractor shall be entitled to no additional compensation because of
such changes. The compressive strength of the concrete will be determined
by the Engineer by means of tests of 6-inch by 12-inch cylinders.

(3) The amount of water used in the concrete shall be changed as re-
quired to secure concrete of the proper consistency and to adjust for any varia-
tion in the moisture content or grading of the aggregates as they enter the
mixer. Addition of water to compensate for stiffening of the concrete resulting
from excessive overmixing or objectionable drying before placing will not be
permitted. Uniformity in concrete consistency from batch to batch will be re-
quired. The slump of the concrete, after the concrete has been deposited but
before it has been consolidated, shall not exceed three inches for all concrete.


5. 11 Batching of Concrete.

(1) The Contractor shall provide such means and equipment as are
required to determine accurately and to control the amount of each separate
ingredient entering the concrete. Such means, the equipment and its operation
shall at all times be subject to approval by the Engineer. The amounts of

3-31-65 STD




CONGKCRI


cement, water, sand, and each size of coarse aggregate entering each batch
of concrete shall be determined by weighing or by volumetric measurement.
Where sacked cement is used, the concrete shall be proportioned on the basis
of integral sacks of cement, weighing 112 pounds per sack.


5. 12 Mixing Concrete.

(1) The concrete ingredients shall be mixed in a batch mixer for not
less than 1-1/2 minutes after all ingredients, except the full amount of water,
are in the mixer. The Engineer reserves the right to increase the mixing
time when the charging and mixing operations fail to produce a concrete batch
throughout which the ingredients are uniformly distributed and the consistency
is uniform. The concrete shall be uniform in composition and consistency
from batch to batch except when changes in composition or consistency are
required. Water shall be added prior to, during, and following the mixer-
charger operations. Excessive overmixing requiring the addition of water to
preserve the required concrete consistency will not be permitted;


5. 13 Form Construction.

(1) Forms to confine the concrete and shape it to the required lines
shall be used wherever necessary. Forms shall be of smooth planed boards,
in good condition. Suitable and effective means shall be provided in the con-
struction of all forms for holding adjacent edges and ends of panels tightly
together and in accurate alignment so as to prevent the formation of ridges,
fins, offsets, or similar surface defects in the finished concrete. All forms
shall be properly secured in position so as to prevent floating, or other move-
ment, during the placing of concrete.


5. 14 Placing Concrete.

(1) No concrete shall be placed until all formwork, reinforcement,
installation of parts to be embedded, bracing of forms, and preparation of
surfaces involved in the placing have been approved. No concrete shall be
placed in water. Immediately before placing concrete, all surfaces upon or
against which the concrete is to placed shall be free from standing water,
mud, debris or loose material. The surfaces of the ground or of other
absorptive materials against or upon which concrete is to be placed shall be
moistened thoroughly so that moisture will not be drawn from the freshly
placed concrete. The surfaces of all contraction joints shall be cleaned
thoroughly of accretions of concrete or other foreign material.

(2) The method and equipment used for transporting concrete shall
be such that concrete having the required composition and consistency will
be delivered to the work, without objectionable segregation or lose of slump.

3-31-65 STD


F-7





CONCRETE


(3) Concrete shall be placed only in the presence of the Engineer.
In placing concrete against formed contraction joints, special precautions
shall be taken to ensure that the new concrete is brought into intimate contact
with the surface of the joint, by careful puddling and spading with the aid of
suitable tools. Retempering of concrete will not be permitted. Any concrete
which has become so stiff that proper placing cannot be assured shall be
wasted and no payment will be due the Contractor for such wasted concrete,
including the cement.

(4) Concrete shall be deposited in all cases as nearly as practicable
directly in its final position and shall not be caused to flow in a manner to
permit or cause segregation. Excessive separation of coarse aggregate in
concrete, caused by allowing the concrete to fall freely from too great a
height, or at too great an angle from the vertical or to strike the forms or
reinforcement steel, will not be permitted. After depositing, the concrete
shall be thoroughly consolidated around reinforcement and other embedded
materials and against all surfaces and into corners of the forms by rodding,
spading, vibrating or other approved means.

(5) Concrete shall not be placed during rains sufficiently heavy or
prolonged to wash mortar from coarse aggregate. Once placement of
concrete has commenced in a structure, placement shall not be interrupted
by diverting the placing equipment to other uses. The temperature of concrete
when it is being placed shall be not more than 90 degrees and not less than
40 degrees Fahrenheit.

(6) The time and method of removal and moving of forms shall be as
directed by the Engineer, and this work shall be done with care so as to
avoid injury to the concrete. No loading on green concrete will be permitted.
As soon as the forms are removed, the surface of the concrete shall be care-
fully examined, and any irregularities in the surface shall be repaired to the
satisfaction of the Engineer.


5. 15 Curing.

(1) All concrete shall be cured by membrane curing as hereinafter -
specified. If, in the opinion of the Engineer, water curing of concrete /
is necessary, such curing may be authorized by the Engineer as an alternate
method, and shall be carried out as hereinafter specified. Membrane
curing shall be the normal method of curing concrete.

(2) Concrete cured with water shall be kept wet for at least 14 consecu-
tive days immediately following placement of the concrete, by covering with
water-saturated material, or by a system of perforated pipes, mechanical
sprinklers, or porous hose, or by any other approved method, which will keep
all surfaces to be cured continuously (not periodically) wet. Water used for
curing shall meet the requirements of these Specifications for water used for
mixing concrete.
Al
-M-R


F-8





CONCRETE


(3) -Membrane curing shall consist of the application of a white.
pigmented sealing compound which forms a watere-retaining membrane on the
surface of the concrete. The L:al]i- compound shall conform to the United
States Bureau of Reclarmiation Specifications for Sealing Compound for Curing
Concrete", effective June 1, 1961. At Ihe time of use, the sealing compound
shall be in a thoroughly stirred conduiou such that the pigment is uniformly
dispersed throughout the vehicle.


5.16 Finishing.

(1) Finishing of concrete, S-.rl.acus shall i'. performed only by skilled
workmen and in the presence of the Engineer. Formed surfaces upon or
against which backfill or concrete is to be placed will require no treatment
after form removal except for the removal.and repair of defective concrete
and for the specified curing. Unformed surfaces that will be covered by
backfill or by concrete shall be finished by sufficient leveling and screeding
to produce an even, uniform surface.

(2) A hard steel trowel finish shall be applied to unformed surfaces
that will be exposed or subjected to the action of flowing water. Floating
and troweling shall be started as soon as the screeded surface has stiffened
sufficiently, and shall be the minimum necessary to produce, a surface-that
is'free from screed marks and is uniform in texture.


5. 17 Joints..

(}) The location of all construction Joints will be subject to the approval
of the Engineer. Contraction joints shall be constructed where shown on the
Drawings. The joints shall be rimade by forming the concrete on one side of the
joint and allowing it to set before concrete is placed on the other side of the
joint. The surface of the concrete first placed at contraction joints shall be
coated with curing sealing vompo.und before the concrete On the other side of
the joint is placed.













3-31-65 STD"




BRICK MASONRY


BRICK MASONRY


5. 18 General.

(1) Brick Masonry shall consist of all work required in connection
with constructing brick masonry portions of structures; including, but not
limited to, furnishing brick, Portland cement and sand for mortar, and all
other materials; and mixing mortar, placing brick, and curing the brick
masonry. Embankment around discharge boxes and earthwork for con-
struction of watercourses are not a part of the work to be done under the
Contract.

(2) Measurement for brick masonry will be made of the volume of
brick masonry furnished and placed in structures to the dimensions shown.
on the Drawings or as modified by the Engineer. Deduction will be made
for all openings for doors. No deduction will be made for openings in open
brickwork in pump houses,


5. 19 Materials.

(1) All Portland cement for mortar shall be furnished by the Con-
tractor and shall conform to the applicable requirements specified in the
section, "Concrete".

(2)' All sand for mortar shall be furnished by the Contractor and
shall conform to the applicable requirements for sand specified in the section,
"Concrete".

(3) All water used in the manufacture of bricks and in the preparation
of mortar shall be free from -objectionable quantities of silt, organic matter,
alkali,- salts and other impurities, and will be tested and approved byrthe
Engineer.


5.20 Mortar.

(1) Mortar for all brick masonry, except where otherwise directed
by the Engineer, shall consist of one part Portland cement to three parts of
damp loose mortar sand by volume and sufficient water to produce the proper
consistency for the intended use. Where directed by the Engineer for increased
workability, hydrated lime,putty, approved by the Engineer, shall be added to
the mortar, but shall not exceed 25 percent, by volume, of the dry cement.


3-31-65 STD
-10





BRICK MASONRY


(2) Methods and equipment used for mixing mortar shall be such as
will. accurately determine and control the amount of each separate ingredient
entering into the mortar and shall be subject to the approval of the Engineer.
Mortar shall be mixed only in sufficient quantities for immediate use and
all mortar not used within 30 minuLte after addition of the water to the
mix shall be wasted. Retempering of mortar will not be allowed. The
mixers shall be thoroughly cleaned and washed at the end of each day's work.


5. 21 Brick.

(1) All bricks shall be of first class quality made from good brick
earth, free from saline deposits and shall be sand moulded. They shall
be thoroughly burnt without being vitrified, shall be regular, uniform in
shape and size with sharp and square arises, parallel faces and of deep
red or copper color. First class bricks shall be homogeneous in texture
and emit a clear ringing sound when struck, and shall be free from flaws,
cracks, chips, stones and nodules of lime. First-class brick in an oven-
dried condition shall not absorb more thari 1/5 of its weight of water when
immersed one hour in water of 70 to 80 degrees Farhrenheit and shall show
no signs of efflorescense on subsequent drying. The average compressive
strength of five representative first-class bricks shall be not less than
2500 pounds per square inch and not less than 22.00 pounds per square inch
for any individual brick.

(2) All bricks shall be manufactured by the Trench Kiln Method
or other standard methods approved by the Engineer. The earth used
in manufacturing bricks shall be carefully selected and shall be of good
firm loani or clay. The earth shall be free from objectionable quantities
of lime, gravel, coarse sand, roots, c other organic matter, Salts
shall not exceed 0. 3 percent and calcium carbonate shall not exceed 2. 0
percent.

(3) The moulds used in the manufacture of bricks shall be thoroughly
sanded before each use and shall be sufficiently larger than the size of the
bricks being manufactured to allow. for shrinkage in drying and burning.
Over-size, irregular, and worn moulds shall be destroyed. Each finished
brick for brick masonry shall be 9 inches by 4-3/8 inches by 3 inches in"
size and weigh between seven and nine pounds. All bricks shall have a'
"frog" 1/4-inch.deep on one face. '


5.2Z Placing.

(1) The methodscand equipment used for transporting the bricks
arid mortar shall be such as will not damage the brick nor delay the use of
mixed mortar. Brick shall not be placed during rains sufficiently heavy or
prolonged to wash the mortar from the brick. Mortar already spread which
becomes diluted by rain shall be removed aAd replaced before continuing
3-31-65 .. nT


F-ll


fcjJ*A-




BRICK MASONRY


with the work. All bricks to be used in brick masonry shall be moistened
with water from three to four hours before they are used, by a.method
which will ensure that each brick is thoroughly and uniformly wetted. All
bricks shall be free from water adhering to their surface when they are
placed in the brick masonry.

(2) Bricks shall be laid "frog" face down with mortar joints' and
in English bond as shown on the Drawings or .as directed by the Engineer.
Both bed and vertical joints shall be 1/4-inch in thickness completely filled
with cement mortar as specified herein, and each brick shall be bedded by
firmly tapping with the handle of the trowel. All horizontal joints shall
be parallel and all vertical joints in alternate courses shall be directly over
one another. Excess mortar at the outer edges shall be removed and joints
drawn straight with the edge of a trowel and a straight edge. All anchors
and similar work required to be embedded in the brick masonry shall be
installed as the work progresses. At the completion of the work all holes
or defective mortar joints shall be cut out and repointed.

(3) Both the exterior and interior faces of the pump house walls
shall be finished by striking the joints as the work proceeds. Joints of
brick masonry for discharge boxes are not required to be struck, except
where exposed to view. The joints shall be struck by raking the green
mortar after the brick work has been laid and finishing the joint with
a pointing tool. Horizontal joints shall be struck to form a weathered joint,
and vertical joints shall be struck' with a "V" notch.- Care shall be taken
that the striking tools do not develop a cutting edge as the object of striking
the joint is to compress the mortar into the joint.

(4) One coat of cement mortar plaster shall be applied to the inside
faces of all brick masonry walls of the discharge boxes. The exposed faces
of all other brick masonry shall be thoroughly cleaned and left bare with
struck joints as specified Pabve. Brick1 masonry, including mortar plaster,
is not required to be painted.


5. 23 Curing and Repair.

(1) All brickimasonry shall be water cured and shall be kept wet
for at least seven days) by an approved method which will keep all sur-
faces to be cured continuously wet. Water used for curing shall meet the
requirements of these Specifications for water used in the manufacture of
bricks.

(2) If, after the completion of any brick masonry work, the brick
is not in alignment or level, or does not conform to the lines and grades
shown on the Drawings, or shows a defective surface, it shall be removed
and replaced by the Contractor at his expense unless the Engineer grants
permission, in writing, to patch or replace the defective area.




F-12


STD


4-16-65




PUMP HOUSE
FIXTURES



PUMP HOUSE FIXTURES


5. 24 General.

(1) Pump -house fixtures shall consist of all work required in
connection with furnishing and installing wood entrance doors, corrugated
mutal roofing, hardware, paint and all other materieig ;94ired to complete
fh 46RAstau881 8f (tho pump houg 111 Illow1on mtlo Drawiag vr 41 Q909
by the Engineer,

SMeasurement for pmp t Ai i S fi tw!UsA will b@ made of the number
of pump houses for which fixtures are furnished and installed.


5.25 Materials and fitallatisal


(1) All AmUbs 9V9rrgted roo ing8 doors*, hardware, anchAe 618ti,
and other materials shall be new, shall be of the best commercial quality and
shall be approved by the Engineer.

(2) The pump house roof shall be constructed of 24 gage(British)
corrugated, galvanized steel sheets attached to the brick masonry walls and
concrete battens by means of anchor bolts, J-bolts, and four 1/g-lnch by
2-inch steel bar wind ties as shown on the Thrawings.. The rofing skill ha
sized to provide 6-inches overhang outside the pump house walls, hid i~JAining
sheets shall be lapped a minimum of one inch.

(3) The pump house doors shall be center-opening, wood, exterior
type having a minimum thickness of l- inches. The doors shall be furnished
complete with all hardware, including three hinges and all necessary slide
bolts, hasps, padlocks, keys and holdfasts required for a complete installation
as shown on the Drawings. The opening in the brick wall above the door shall
*,be covered by means of a wood panel .set in a groove in the brick wall as shown
on the Drawings.


5. 26 Painting.

(1) Upon completion of all other construction and when approved by
the Engineer, the Contractor shall thoroughly clean the exposed surfaces of
the doors and other woodwork installed in the pump house and shall finish the
exposed surfaces of all woodwork with two coats of exterior wood paint. The
color of paint will be selected by, and the paint shall be subject to the approval
of the Engineer. All surfaces of woodwork to be placed against concrete or
3-31-65 STD
F-13





PUMP HOUSE
FIXTURES


lWick nmaonry shall be given one coat of an approved bituminous material
pitor to installation,

(2) The Coantti4tor shall paint the letter and number designation
of .Ah tabewell on one side of the concrete pump pedestal and on the outside
of na of the briak masonry pt~up house walls. All paint, brushes, stencils,
and o&s ft' fttetals ?oquired shall be furnished by the Contractor. The size,
configuration oloait and location of the number shall be approved by the








































)b3-d-6S STD


I


- 14






INSTALLATION
OF EQUIPMENT





INSTALLATION OF EQUIPMENT


5. 27 General.

(1) Installation of equipment shall consist of all work required in
connection with the installation of the permanent equipment to be installed
at each tubewell as specified herein and on the Drawings or as directed by
the Engineer, including, but not limited to, unpacking, assembling and in-
stalling pumps (including discharge pipe), motors, and motor controls; fur-
nishing, installing and connecting all electrical conduit, fittings, conductors,
lighting system, grounding system, and other materials not furnished as a
part of the pumps, motors and motor controls but required for a complete
installation; servicing, performing operational and acceptance tests, and
adjusting as required the complete equipment installation; and furnishing and
injecting chemicals for final sterilization of the tubewells. The Contractor
shall furnish all bolts, including anchor bolts, nuts, washers, shims, fittings,
grout and other materials required for proper installation of the equipment
which are not supplied as part of the pumps, motors and motor controls.

(2) Measurement for installation of equipment will be made of the
number of tubewells for which the permanent equipment has been installed
and the acceptance test completed to the satisfaction of the Engineer.

(3) Before installing any permanent tubewell equipment, the Con-
tractor shall measure the depth of the tubewell. If foreign material in the
tubewell exceeds four feet in depth, the Contractor shall clean the material
to within two feet of the bottom of the tubewell.


5. 28 Installation of Pumps.

(1) The Contractor shall carefully clean, assemble, align, and install
the pumps in accordance with the manufacturer's recommendations. Special
care shall be taken to ensure that all connections are clean and free from
burrs and foreign material to ensure tight fit and proper alignment. Connec-
tions between adjoining sections of column pipe and line shaft shall be cor-
rectly assembled and tightened to maintain accurate alignment. A suitable
thread lubricant shall be used on all threaded connections to facilitate dis-
assembly for maintenance. Defective or damaged equipment shall not be
installed, but shall be replaced by and at the expense of the Contractor.
The assembled pump shall be lowered into the pump housing casing and the
surface discharge head positioned on the pump pedestal and shimmed to
correct alignment. After the pump has been properly set and aligned, the

3-31-65 STD
F-15





OF EQUIPMENT



installation will be approved by the Engineer, and the Contractor shall then
accurately and securely anchor the pump surface discharge head to the
concrete pump pedestal.

(2) In order to ensure the accurate and proper alignment of the pump,
anchor bolts shall set only after the pump has been set and aligned. Anchor
bolt holes may be formed in the concrete pedestal as the concrete is placed or
may be drilled in the concrete after the concrete has set thoroughly, at the.
option of the Contractor. The anchor bolts to be provided by the Contractor
shall be 5/8-inch (16 mm) diameter and 12 inches (300 mm) long with nut and lock
washer, and shall be set in the anchor bolt holes with sufficient extension to
permit the full threads of the nut to be engaged by the anchor bolt. The anchor
bolts shall then be set in cement grout. Where holes are drilled after the
concrete has set thoroughly, expansion bolts or lead expansion anchors may
be installed at the option of the Contractor in lieu of grouting of anchor bolts.

(3) Cement grout shall be placed under the entire surface of the
discharge head to provide proper support for the pump. The cement grout shall
be at least one inch thick and shall consist of one part Portland cement and
three parts concrete sand by volume, with sufficient water to provide a workable
consistency. All materials for grout shall conform to the applicable require-
ments set forth in the Specifications for Concrete.


5. 29 Installation of Discharge Pipe.

(1) Following installation of the pump, the discharge pipe shall be
installed and bolted to the pump discharge head. The discharge pipe shall be
supported at the pump house wall so that the weight of the discharge pipe and
fittings is not transferred directly or indirectly to the pump discharge head.
The Contractor shall furnish and install a connection on each discharge pipe
for the future installation of a pitot tube as shown on the Drawings and as
directed by the Engineer. The pitot tube connection shall consist of a
3/4-inch drilled hole in the discharge pipe over which a 3/4-inch pipe coupling
shall be set and aligned and welded to the discharge pipe and the coupling shall
be fitted with a 3/4-inch pipe plug. The pitot tube connection shall be located
a minimum of 8 pipe diameters from the centerline of the tubewell. The axis
of the pitot tube connection shall be at right angles to, and shall intersect the
axis of the discharge pipe.


5. 30 Installation of Motors.

(1) The motors shall be cleaned and adjusted as necessary in accord-
ance with the manufacturer's recommendations and shall be placed on the pump
surface discharge head, properly aligned and connected to the pump top shaft,
and bolted in place.


5-3-65


F-16


STD






INSTALLATION
OF EQUIPMENT

(2) The electrical conduit shall be securely attached to the
motor terminal box and the electrical conductors shall be securely
bolted to the motor terminals. The grounding conductor shall be
connected to a bolt type terminal within the motor terminal box.

5.31 Installation of Motor Controls and Wiring

(1) The installation of the motor controls and other electrical
equipment and materials shall conform to the applicable requirements of
the U.S. National Electrical Code unless otherwise modified by the
Authority, and shall be installed as shown on the Drawings or as
directed by the Engineer. The location of the motor controls and other
electrical equipment and materials shown on the Drawings is not
intended to restrict the installation of these devices to one
particular position. Equipment may be located adjacent to other walls of
the building, subject to the approval of the Engineer, to properly
coordinate with the location of mechanical equipment and service drop
connections.

(2) The motor control cabinet shall be secured to the pump
house wall by bolts extending through the wall. The control cabinet
shall be accurately aligned and plumbed at the time of installation,

(3)) All wiring between the motor, motor controls and other
electrical equipment shall be rum in zinc-coated rigid steel conduit.
or flexible metal conduit as shown on the Drawings. Rigid steel
conduit shall conform to ASA Specification 080.1, and all.fittings
therefore shall be in accordance with ASA Specification C80.4. The
service heads shall accommodate four conductors and shall be of east
aluminum, cast or forged mild steel or a corrosion-resistant alloy
and shall be complete with composition or bakelite cover. Fittings
for flexible metal conduit and rigid conduit accessory fittings shall
be in accordance with NEMA Publication FB-1. Conduit sises shall be
adequate for the size and number of conductors for each circuit in
accordance with the provisions of the U.S. National Electrical Code
and as shown on the Drawings. However, conduits for service entrance
and motor feeder circuits shall be not smaller than the following












Al
2/6/65 -y17 M-.




INSTALLATION
OF EQUIPMENT


Service Entrance Motor Feeder
Motor Conduit Diameter Conduit Diameter
Rated U. S. A. British U. S. A. British
HP (inches) (inches) (inches) (inches)

15 1-1/2 2 1 1-1/4
20 1-1/2 2 1-1/4 1-1/2
25 1-1/2 2 1-1/4 1-1/2
30 1-1/2 2 1-1/4 1-1/2
40 1-1/2 2 1-1/2 2
50 1-1/2 2 1-1/2 2
60 2 2-1/2 2 2-1/2
75 2. 2-1/2 2 2-1/ .
100 2-1/2 2-1/2 2-1/2 2-1/2

(4) The conduit and fittings shall be run exposed as shown on the
Drawings and shall be supported as required. Suitable wall brackets or
hangers shall be installed to support the motor feeder conduit when it is
not connected to the motor. The ends of conduits shall be protected as
required to prevent the entrance of concrete, sand or other foreign material
during installation and afterwards. All conduit shall be installed with proper
fittings and supports, and all bends shall be gradual and smooth to permit
pulling of conductors without damage. The radii of all conduit bends shall
be not less than that of standard or long radii bends for the applicable size,
shall be free from kinks, indentations, or flattened surfaces and shall be
installed so as to prevent damage to the protective coating. Bushings, chase
nipples or approved connectors shall be installed on the ends of the conduit at
boxes and cabinets to protect conductors from abrasion, and bond nuts shall
be installed to provide tight ground connections between conduit and boxes
and cabinets; Burrs and sharp corners at the ends of each piece of metal
conduit shall be removed.

(5) One lighting fixture shall be provided in each pump house and
shall consist of a metal conduit box, a porcelain or bakelite box cover with
lamp socket and 100-watt lamp. The lamp shall be suitable for operation
on a 230-volt, 50-cycle, single-phase power supply and shall have a bayonet
base. The lamp sockets and lamps furnished shall be of such a design and
construction that they may be readily replaceable in West Pakistan, and
shall be of a type approved by the Authority. The lighting fixture box shall
be securely mounted to the pump house wall in a location so that equipment
in the building will present minimum obstruction to the light output. The
fixture shall not be mounted on the ceiling nor shall any conduit, other than
the removable motor feeder conduit, be routed across the ceiling.

(6) All wiring, for power, lighting and control circuits, shall be
single-conductor wire with a 600-volt rating and synthetic rubber insulation.
The insulation shall be heat and moisture resistant, synthetic rubber of

4-6-65 STD
F-18




INSTALLATION
OF EQUIPMENT


super aging property and shall conform to ASTM Designation: D1679 for
operation in wet locations and at conductor temperatures up to 75 degrees
Centigrade. The insulation thickness and cable construction shall conform
to IPCEA Publication S-19-81, (NEMA WC 3) but in no event shall the
insulation thickness be less than 3/64-inch (1.2 mm). Conductors shall
be adequate for the connected load in accordance with the provisions of
the U. S. National Electrical Code and as shown on the Drawings. How-
ever, the motor conductor size shall be not less than the following for
the applicable motor horsepower ratings:

Minimum Conductor Size
Motor Motor Feeder Service Entrance
Rated U. S. British Metric U. S. British Metric
HP (AWG) No.& Stranding (mm2) (AWG) No. & Stranding (mm2)

15 10 7/.044 6 8 7/.052 10
20 8 7/.052 10 8 7/.052 10
25 8 7/.052 10 6 7/. 064 16
30 6 7/.064 16 6 7/.064 16
40 4 19/.052 25 4 19/. 052 25
50 3 19/.064 35 3 19/.064 35
60 2 19/.064 35 2 19/.064 35
75 1/0 19/. 083 70 1/0 19/. 083 70
100 3/0 35/.072 95 3/0 35/.072 95

The neutral conductor of the service entrance shall be bare copper conductor
No. 8 AWG or equivalent for 15 HP and 20 HP installations and No. 6 AWG or
equivalent for 25 HP through 100 HP installations. Control conductors shall
be not smaller than No. 14 AWG (British 7/. 029 or metric 2. 5 mm2). Signal
circuit conductors shall be not smaller than recommended by the Manufacturer
and shall be approved by the Engineer. All conductors shall be furnished
complete with all connectors-, clamps, bolts, nuts, washers, lugs, tape, and
other accessories required for a complete installation.

(7) The Contractor shall pull all wires and cables into conduits and
shall install clamps and supports where required. All wiring terminations
shall be made with bolt-type connectors. Solder type lugs or connectors are
not acceptable. Not less than 12 inches of each of the four service entrance
conductors shall extend beyond the weather-head. A clean, dry, tight-fitting
rag shall be drawn through each conduit immediately before installing the
wire or cable. The conductors shall be pulled so that there will be no cuts
or abrasions in the insulation or protective covering, or kinks in the con-
ductors. No splices shall be made except at boxes or cabinets. Any wire
or cable damaged during installation shall be removed and replaced at the
Contractor's expense. All connections to cabinets, fixtures, and panels
shall be carefully and neatly made.





5-3-65 F-19 STD




INSTALLATION
OF EQUIPMENT


(8) The Contractor shall install a 3/4-inch diameter by 8-foot long
(or metric equivalent) galvanized steel ground rod as shown on the Drawings.
A No. 6 AWG (British No. 8 SWG or 16 mm2) ground wire shall be run from
the ground rod to the motor control cabinet and shall be connected to the
cabinet by means of a ground clamp. A No. 6 AWG (British No. 8 SWG or
16 mm2) ground wire shall also be run from the ground clamp in the motor
control cabinet to the motor frame, and shall be routed through the flexible
conduit with the motor feeder conductors to the motor terminal box where
the ground cable shall, connect to a bolt-type terminal. All conduits, con-
duit boxes, and cabinets shall be suitably bonded together and connected to
ground. All grounding cables, shall be annealed, bare copper cable. All
concentric stranded cable shall be in accordance with ASTM Designation:
B8, Class B. Individual wires of stranded cable and solid grounding cable
shall conform to ASTM Designation: B 3. All grounding cable fittings
shall be of the solderless type and shall have a current-carrying capacity
equal to that of the copper wire with which they are used. All fittings, lugs,
connectors, bolts, nuts, and washers shall be copper, containing not more
than four percent zinc or other alloying material. The neutral service
conductor shall be grounded on the supply side of the service disconnecting
device, and the service conduit shall be grounded near the service dis-
connecting device.


5. 32 Servicing.

(1) After all equipment and accessories have been installed, and
all adjustments made, they shall be serviced by cleaning, adjusting, and
lubricating all,parts of the equipment in accordance with the manufacturer's
instructions. The Contractor shall then demonstrate that all electrical and
mechanical operations are in accordance with these Specifications to the
satisfaction of the Engineer.


5. 33 Operation and Acceptance Tests.

(1) The operation and acceptance tests shall include a physical
inspection of each completed tubewell installation, testing of the insulation
resistance of the electrical wiring, resistance measurement of the grounding
system and an operating test of the pump, motor and motor controls, as a
complete installation.

(2) The Contractor shall perform an insulation resistance test on
the motor windings to determine the condition of the insulation. The insulation
resistance shall be determined by applying 1, 000 volts between phases and
between each phase and ground; except in cases where the phase windings
cannot be electrically separated, one test between the integrated windings
and ground shall be performed. Those connections which form a through
circuit to ground for the test voltage shall be disconnected during the test.


5-3-65


STD


F-20





INSTALLATION
OF EQUIPMENT


All control or signal conductors connected to the temperature sensing
devices embedded in the motor shall be grounded during the insulation
resistance test.

(3) The Contractor shall perform an insulation resistance test on
the completed wiring to demonstrate the adequacy of the insulation. The
insulation resistance shall be determined by applying 1, 000 volts between
conductors and between conductors and ground with all wiring devices in
place and connected. Those connections which form a through circuit to
ground for the test voltage shall be disconnected during the test. All control
or signal conductors connected to the temperature sensing devices embedded
in the motor windings shall be grounded during the time the insulation
resistance tests are being performed. All instruments required to perform
the insulation resistance tests shall be furnished by the Contractor. The
insulation resistance to ground shall be approximately as follows:

Wire Size
U. S. British Metric Ohms to
.(AWG) (No. & Stranding) (mm2) Ground

14 7/.029 2.5 1,000,000
12 7/.036 4 1, 000,000
10 7/,044 6 250,000
8 7/.052 10 250,000
6 7/.064 16 100,000
4 19/. 052 25 100,000
3 19/. 064 35 100,000
2 19/.064 35 50,000
1/0 19/. 083 70 50,000
3/0 37/.072 95 50,000

(4) The Contractor shall test the completed grounding system to
demonstrate that the resistance to earth does not exceed 25 ohms and if
necessary shall take such corrective action as directed by the Engineer
to reduce the resistance to earth to the specified value. All instruments
required for the grounding system tests shall be furnished by the Contractor.

(5) Upon completion of the electrical insulation resistance tests and
grounding system test, the Contractor shall conduct an operating test of the
complete installation to demonstrate that the equipment functions properly.
The test shall consist of operating the equipment as a unit continuously for
a period of two hours. If there is any indication during this period of defec-
tive materials or workmanship, the Contractor shall make any and all neces-
sary adjustments or repairs, following which the acceptance test shall be
re-run. The Contractor shall furnish all piping and gauges, orifices, meters,
weir boxes, or other means of measuring the pump discharge and meters
for measurement of power input, all of which shall be subject to the approval

3-31-65 STD
F-21




INSTALLATION
OF EQUIPMENT


of the Engineer. The Contractor shall give the Engineer 24 hours notice
before conducting the test, and the Engineer or his representative will be
present during all tests. The Contractor shall take drawdown and discharge
measurements, power input readings, and other pertinent data during the
test. All such data shall be recorded on forms furnished by the Contractor
and approved by the Engineer. The originals of all such forms shall be
delivered to the Engineer and will become the property of the Authority.

(6) The Contractor will be responsible for the disposition of all water
discharged during the test and shall furnish electric power for operating the
motor if the permanent power supply is not available at the time the test is
run.


5.34 Final Sterilization.

(1) Upon completion of the operation and acceptance tests to the
satisfaction of the Engineer, the Contractor shall sterilize the tubewell by
introducing and dispersing copper sulfate (CuSO4 5H20) at the rate of two
pounds of copper sulfate per 100 feet of bore hole throughout the entire
depth of the tubewell. The procedure and equipment used to introduce and
disperse the copper sulfate into the tubewell shall be at the option of the
Contractor, and shall be approved by the Engineer.






























4-16-65 F-22


SiD'




STANDAI~ li~.


STANDARDSj`
AND DESIGN


SPECIFICATIONS


PROCUREMENT OF PERMANENT EQUIPMENT AND MATERIALS


STANDARD DS AND DESIGN


6 .1 General,

(1) All materials and equipment shall be new, shall be the best
available for the intended service, and shall be in accordance with the
best engineering practice for which used, considering strength, ductility,
durability, and suitability for the intended service. Workmanship shall
be of the highest grade and in accordance with the best modern practice.

(2) The materials and equipment will be installed and operated in
an area. of high temperatures and humidity. All materials and equipment
shall be selected, designed and manufactured for continuous operation
under these conditions, using special materials and designs where necessary.


6. 2 Standards and Specifications.

(1) All materials and equipment and the fabrication and testing
thereof shall. conform to the latest applicable standards and specifications
contained in the following list of United States Standards:

ASTM -- American Society for Testing Materials
ASA -- American Standards Association
NEMA -- National Electrical Manufacturers Association
IPCEA -- Insulated Power Cable Engineers Association
IEEE -- Institute of Electrical and Electronic Engineers

(2) All materials and equipment and the fabrication and testing
thereof may also conform to the latest applicable standards and specifications
of the following list to the extent that they are equivalent in every respect to
those specified in sub-clause (1) of this clause:

BS -- British Standards Institution
DIN -- Deutsche-International Normen
VDE -- Verband Deutscher Elektrotechniker

(3) References to the above standards and specifications or to equip-
ment and materials of a particular manufacturer shall be considered as
followed by the words "or equivalent". The Contractor may furnish materials

3-31-65 STD
G-1




STANDAP lRD
AND DESIGN


and equipment conforming to approved alternative standards and specifications

established and recognised in the country of manufacture of the equipment which

shall be equivalent in every respect to those apoclfied, All alternative standards
and specifications or deviations from the above standards and specifications
proposed by the Contractor for the materials and equipment to be furnished
under these Specifications shall have been specifically stated by the Contractor
in his Tender, and the Contractor shall submit such details and substantiation
of the alternative standards and specifications as the Engineer may require to
evaluate the equivalency thereof. The burden of proof of the comparative

quality and suitability of alternatives or deviations shall be upon the Contractor,
and the decision of the Engineer in the matter of equality will be final.

(4) All equipment and materials including threaded parts shall be in
accordance with United States, British or equivalent metric standards, and
all sizes, dimensions and other measurements shall be in English units or
equivalent metric units.



6. 3 Drawings and Data to be Furnished by the Contractor.

(1) The Contractor, immediately upon placing an order with the manu-
facturer for permanent equipment and materials to be installed in, and made a
part of the tubewells, shall so notify the Engineer in writing, requesting inspection
and approval of the said permanent equipment and materials. Inspection of equip-
ment and review and approval of assembly and installation drawings and other
detail drawings by the Engineer will not be undertaken until such notification has
been received by the Engineer. Any delay in inspection of equipment or approval
of drawings due to failure of the Contractor to so notify the Engineer will not be
considered as justification for an extension of time under the Contract.

(2) The Contractor shall, within 60 days after the Date of Contract, sub-
mit to the Engineer for approval six copies of assembly and installation drawings
and six copies of descriptive information and data sufficient to demonstrate fully
that all permanent equipment and materials to be installed in and made a part of
the tubewells will conform to the requirements and intent of the Specifications.
The drawings so submitted shall be in the form of prints from the original checked
drawings, and shall be in sufficient detail to provide all information necessary
for installing, mounting and connecting of the equipment and materials. All draw-
ings shall be adequately and properly checked before submittal to the Engineer
and shall be so designated. All unchecked drawings received by the Engineer for
approval will be "Returned for Correction". One print each of the drawings
will be returned to the Contractor by the Engineer marked either "Approved",
"Approved Except as Noted", or "Returned for Correction". The notations
"Approved" or "Approved Except as Noted" shall authorize the Contractor ito
proceed with the manufacture and procurement of the equipment and materials
covered by such drawings, subject to the corrections, if any, indicated thereon.
When prints of drawings have been "Returned for Correction", the Contractor
shall make the necessary revisions on the drawings and shall, within 30 days,
submit prints for approval in the same manner as before.


5-3-65


G-2


STD





STANDARDS
AND DESIGN


(3) Any manufacturing done before approval of the drawings will be at
the Contractor's risk. The Engineer shall have the right to require the Con-
tractor to make any changes in the design which may be necessary, in the opinion
of the Engineer, to make the equipment and materials conform to the requirements
and intent of the Specifications without additional cost to the Authority. Approval
of the Contractor's drawings shall not be held to relieve the Contractor of any
part of his obligation to meet all of the requirements of the Specifications or of
the responsibility for the correctness of his drawings.

(4) At the time of delivery of the equipment and materials, the Contractor
shall furnish to the Engineer two complete sets of reproducibles of all final draw-
ings corrected as required. At the same time, the Contractor shall also furnish
to the Engineer printed instructions in the English language for the installation,
operation, maintenance, and repair of the equipment and materials, and for iden-
tificatioh of parts. Twenty-five copies of such instructions and data shall be fur-
nished for each different size, capacity or rating of pumps, motors, and motor.
controls furnished under the Contract.


6.4 Inspection and Tests.

(1) All equipment and materials furnished and all work performed in con-
nection therewith will be subject to rigid inspection by the Engineer or his repre-
sentative at the manufacturer's plant to determine that the equipment meets the
requirements of the Contract Documents. The Engineer, or his representative,
shall be permitted to inspect all materials and equipment during its manufacture
and fabrication and prior to its preparation for shipment; 'to inspect packing when
ready for shipment; to witness all factory tests of finished products; and to witness
any or all tests for which results are required under the Contract Documents to
be approved by the Engineer.

(2) The Contractor shall notify the Engineer not less than 30 days in advance
of the date and place that the materials, equipment, or parts will be available for
each inspection or test. Acceptance of materials and equipment, or the waiving
of any inspection or test or witness thereof, shall in no way relieve the Contractor
of the responsibility of furnishing materials and equipment meeting the requirements
of the Contract Documents.

(3) The Contractor shall furnish the Engineer or his representative with
four certified copies of reports of tests of all materials used in the manufacture
and fabrication of pump housing and tubewell casing, pumps, motors, motor con-
trols, meters and accessory equipment. The results of these tests shall be in
such form as to show compliance with the applicable specifications for the mater-
ial used. All costs of tests and reports for materials shall be borne by the
Contractor.

(4) A laboratory test at the manufacturer's plant, witnessed by the Engineer
or his representative, will be required for each size of pump furnished by the Con-
tractor for each head range, and four certified copies of the test results in the form
of performance curves shall be furnished to the Engineer or his representative.


5-3-65


G-3


STD




STANDARDS
AND DESIGN


Laboratory tests of pumps, identical to pumps whict have previously been tested
and accepted, may not be required, hut four certified copies of guaranteed per-
formance curves shall be furnished in lieu thereof. The tests of all pumps shall
be conducted in accordance with ASA Specification B58. 1. The motors, motor
controls, meters and lighting, circuit breakers furnished by the Contractor shall
be given routine and production tests in accordance with the manufacturer's
standard practice. In addition, a representative number of motors, motor con-
trols, meters and lighting circuit breakers of each size, as determined by the
Engineer, shall be .iven an operatici, test at the manufacturer's plant. These
tests shall be witnessed by the: En ;rineetr or his representative to confirm tnat
they are in accordance with the requirements of these Specifications. Four
certified copies of the test result- sh;.ll be furnished to the Engineer or his
representative. Tests of electricL.-.- equipment items which are identical to those
which have previously been tested and accepted rnay not be required, but four
certified copies of guaranteed pcrlz'irmance data s.)all be furnished in lieu thereof.
The costs of all tests and reports nor equipment furnished under these Specifi-
cations shall be borne by the Cutractor.


6. 5 Design of Equipment.

(1) The Contractor mny procutre pimps, inotors, motor controls, meters,
and other equipment from various manufacturers; ,owever, the Contractor shall
nevertheless be solely responsible for the- adequate design and coordinated function-
ing of all equipment furnished by !,irn under these, Specific,',tions. The design re-
quirements specified indicate tae various requiro'd conditions of performance,
together with maximum and minimum capacities, heads, horsepower, sizes, and
dimensions. The Contractor shall be responsible for the compliance with all
design and performance criteria t he end that the equipment shall conform to
the best engineering practice for ti!.e operating conditions specified. Liberal
factors of safety shall htWcd .tIroulhout! the design, especially in the design of
components subject to alterniitin, : sreses or shock. The Contractor shall be
responsible to ensure chat all f t~.,i: component parts of the equipment shall be
so designed for the proper .,;ordination of function and operation, and that similar
parts are interchangeable and that the various components and assemblies can be
interconnected without modification or special devices.


6.6 Instruction Plates ;:i. .tv Markings.

(1) All gauges, meters, and instruments shall have dials or scales
calibrated in English units. All name plates, instruction plates, warning signs,
and any markings whatever on the equipment and its parts and accessories
shall be in the English language. If so requested by the Engineer, the English
markings to be used shall be submitted to the Engineer for approval before the
equipment is marked or labeled. All equipment shall have a permanent metal
name plate securely fastened to the equipment to which it pertains. The name plate
shall contain sufficient information to permit proper identification of the equipment.


5-3-65


STD





AND DESIGN


(2) All pump bowl assemblies, surface discharge heads, electric
motors, motor control cabinets, and other equipment as necessary shall be
plainly and permanently marked with a serial number or other means corres-
ponding to the rated capacity, Pump Total Head, and horsepower, as
applicable. In addition, each motor and pump surface discharge head and
motor control cabinet shall be affixed with the manufacturer's name plate
giving all necessary data and information regarding size, capacity, head,
horsepower and electrical characteristics.


6.7 Shop Assembly.

(1) To the greatest extent practicable, all equipment shall be shop
assembled at the manufacturer's plant for delivery to the job site ready for
installation. Shop assembly of the equipment and its various components may
be accomplished either at the manufacturer's plant in the country of origin
of the equipment or in an assembly plant in Pakistan provided for this
purpose. The above statement or any other statement in the Specifications
shall not prohibit the complete manufacture and assembly of any equipment
in Pakistan, provided the requirements of the Contract Documents and
these Specifications have been met.

(2) The complete shop assembly of each pump, consisting of bowl
assembly, pump column shaft, discharge head and appurtenances will not
be required. However, if requested by the Engineer or his representative,
a sufficient number of pumps shall be completely assembled to assure
proper fit and clearances. Each pump bowl assembly, including suction,
intermediate and discharge bowls; impellers, bearings; shaft; and seals shall
be completely assembled in the shop and inspected and delivered to the job
site as a unit ready for installation on the tubewell. Each surface discharge
head and its component parts shall be shop assembled to the greatest extent
practicable for shipment, and the various component parts shall be assembled
and adequately boxed for delivery at the tubewell site ready for installation
on the tubewell. The column pipe, line shaft, bearings, and spacers shall
be shop assembled in nominal, 10-foot (3. 0 m) lengths and delivered at the
job site for installation. The ends of the column pipe assemblies shall be
provided with protectors at the shop to protect threads and to prevent the
entry of foreign material.

(3) Each electric motor shall be completely shop assembled and
inspected and tested for proper functioning and clearances, and shall be
delivered ready for installation at the tubewell site.

(4) Each motor control cabinet shall be completely assembled and
wired in the shop with all equipment installed and shall be inspected and
tested in the shop for delivery at the tubewell site ready for installation.
The structural steel supports for the motor control cabinet shall be
assembled to the cabinet in the field.


5-3-65


STD


G-5




STANDARDS
AND DESIGN



5. 8 Painting.

(1) All equipment, upon completion of manufacture and fabrication,
shall be thoroughly cleaned and painted. All grease, oil and dirt shall be
removed by the use of solvent, and all rust, mill scale, weld spatter or
other foreign substances shall be removed by sandblasting, gritblasting,
or other effective means. After cleaning, all motor control cabinets,
structural steel supports, electrical motors, discharge pipe, and pump
surface discharge heads shall be given one coat of Alkyd priming paint and
two coats of medium-length oil, modified glycerylphthalate base machinery
paint of a color to be approved by the Engineer.

(2) The exterior surfaces of the pump bowl assemblies and column
pipe shall be given two coats of a cold-applied, coal-tar type paint suitable
for protection during shipping and installation, as approved by the Engineer.
All finished, unpainted surfaces that will be exposed to the atmosphere
during shipment or while awaiting installation, shall be given a heavy,
uniform coating of gasoline-soluble rust preventive compound.


6. 9 Preparation for Shipment.

(1) Preparation for and shipment of equipment and materials from
the manufacturer's plant to the site shall not be made by the Contractor
until a Certificate of Inspection has been issued by the Engineer or his
authorized representative. Unauthorized preparation and shipment of
equipment and materials before issuance of a Certificate of Inspection will
be considered as sufficient and adequate grounds for the rejection of such
equipment and materials.

(2) After issuance of the Certificate of Inspection, the equipment
shall be boxed, crated or otherwise prepared for shipment in a manner
that will ensure against any damage to the equipment in transit from the
manufacturer's plant to the tubewell site. Double boxing to give extra
protection to the equipment against mechanical injury shall be provided
if required. All parts requiring protection from moisture, including
polished parts which have been coated with a rust-preventive compound,
shall be double-boxed with tarpaper or sisal kraft paper inserted between
the layers of boxing. All small and loose parts and miscellaneous materials
shall be boxed for shipment in a manner that will prevent loss and permit.
ready and complete identification.


5-3-65


G-6


STD




(_ t.


PUMPS
(Water Lubricated)


6. 10 General.

(1) Pumps shall be of the vertical turbine type for installation and
operation in tubewells and shall be suitable for use with vertical, hollow-
shaft, squirrel cage, induction type, electric motors. Pumps shall comprise
the pump bowl assembly, column pipe, line shaft and surface discharge head
assembly, including a manually operated water prelubrication system, and
all other parts and appurtenances to provide a complete operating pump in
accordance with these Specifications.


6. 11 Design.

(1) The materials, design, fabrication and assembly of the pumps
shall be in strict accordance with the applicable provisions of these Speci-
fications and shall conform to the standards listed herein or to equivalent
standards of the country of manufacture. The Contractor shall furnish all
data, drawings and warranties as required by these Specifications.

(2) The pumps shall be designed and manufactured to meet the rated
performance characteristics specified herein. Pump rated performance
characteristics are defined in accordance with ASA Specification B58. 1 as
follows:

(a) Capacity: The volume rate of flow produced by the
pump for specified conditions.

(b) Head'or Pump Total Head: The energy imparted to the
liquid by the pump minus the column loss and discharge
head loss.

(c) Bowl Assembly Efficiency: Ratio of the pump bowl
assembly output to the pump bowl assembly input,
expressed in percent.

(3) The rated pump capacity in cubic feet per second shall be not
less than that specified at the Pump Total Head. The pump bowl efficiency
shall be not less than 80 percent at the Pump Total Head nor less than 75
percent at 10 feet less than Pump Total Head.

(4) The pumps shall be of the vertical turbine type for installa-
tion and operation in tubewells and shall be suitable for use with vertical,
hollow-shaft, squirrel cage, induction type motors. All pumps shall be




5-3-65 G-7 STD





PUMPS


water-lubricated with open line shafts and shall be designed and manufactured
in strict accordance with all the provisions of ASA Specificaton B58. 1 for
water lubricated, line shaft type, vertical turbine pumps except as specifically
modified herein.

(5) The pumps to be furnished under these. Specifications shall be
single- or multi-stage pumps designed for the installation of additional
stages, as required, to maintain the rated discharge as the pumping head
increases. The pumps shall be designed to provide at least rated discharge
under the design head conditions and shall have a minimum change in capacity
for a given change in head. The pumps furnished shall be suitable for instal-
lation on the pump pedestal shown on the Drawings with no detrimental effect
on pump performance.

(6) The required pump performance at each Pump Total Head may
be obtained by changing or trimming impellers to maintain efficiencies
not less than those specified herein.

(7) The sizes and dimensions of pump column, pump bowls, line
shaft, and discharge diameter may be in accordance with the pump manu-
facturer's standard practice, but shall in no case be less than the minimum
dimensions specified in the General Conditions. Not more than two sizes
of pump column, line shaft, and discharge pipe shall be furnished through-
out the range of pumps specified.


6. 12 Pump Bowl Assembly.

(1) Each pump bowl assembly shall consist of a suction bowl,
intermediate bowls, and a discharge bowl within which the pump shaft and
impellers shall be mounted. The suction bowl, intermediate bowls and
discharge bowl shall be constructed of cast iron, conforming to ASTM
Designation: A48, Class 30A. The interior surface of the bowls may be
coated with porcelain enamel.

(2) Each suction bowl shall be fitted with a grease-packed bronze
bearing and suction case plug. A suction case sand collar shall be pro-
vided to protect the bearing. Each pump bowl shall have a bronze or
fluted rubber bearing above each impeller and shall be designed for the
future installation of bronze or cast iron wear rings. Each discharge
bowl shall be equipped with a bronze bearing.

(3) The pump shaft shall be of stainless steel, conforming to
ASTM Designation: A276, Type 416, and shall be of suitable size to
transmit the loads and to maintain correct alignment without distortion
or vibration. The pump shaft shall be turned, ground, and polished and
shall be threaded for connection to the line shaft.


3-31-65 STD
G-8




PUMPS


(4) The pump impellers shall be the enclosed type and shall be
of bronze conforming to ASTM Designation: B145, Alloy. 4A. The im-
pellers shall be statically balanced and shall be securely fastened to the
pump shaft by means of tapered steel collets.


6. 13 Column Pipe and Line Shaft.

(1) The column pipe shall be furnished in interchangeable sections
having, a nominal length of 10 feet (3. 0 m) and shall be welded or seamless
steel pipe conforming to ASTM Designation: A53, The ends of each column
pipe section shall be faced parallel and perpendicular to the axis of the pipe.
The threads shall be machined so that the adjoining sections of column pipe
will butt against one another or against the bearing retainer to ensure proper
alignment on assembly. The weight per foot of plain end column pipe shall
be not less than that specified in ASA Specification B58. 1 for the specified
nominal size column pipe.

(Z) The line shaft shall be ground carbon steel shafting conforming
to ASTM Designation: A 108, Grade .1020 or 1045. The line shaft shall be
furnished in interchangeable sections having a nominal length of 10 feet
(3. 0 m).. The ends of the shaft sections shall be faced parallel and perpen-
dicular to the axis of the shaft. Adjoining sections of the line shaft shall be
connected by means of steel, threaded, sleeve-type couplings designed to
tighten under pump operation.

(3) The line shaft shall be supported by fluted, oil-resistant, rubber
bearings designed to be lubricated by the water being pumped. The bearings
shall be mounted in bronze bearing retainers which shall be threaded into
the column couplings and butted against the adjoining sections of column
pipe. The rubber bearings shall be replaceable within the bronze bearing
retainers and shall be spaced at intervals of not more than 10 feet (3. 0 m)
along the line shaft.

(4) A pump top shaft and adjusting nut shall be furnished for
connection to the top section of line shaft and to the vertical, hollow shaft
electric motor. The pump top shaft shall be either ground carbon steel
conforming to ASTM Designation: A108, Grade 1020 or 1045 or stainless
steel conforming to ASTM Designation: A276, Type 416. If a carbon steel
top shaft is furnished, it shall be protected by a stainless steel sleeve where
it passes through the packing box and packing box bearing. The adjusting
nut shall be sealable,


6. 14 Surface Discharge Head Assembly.

(1) Each surface discharge head shall be of the above-ground type
and shall be a suitable base for supporting the specified electric motor
and the purrp column. The mounting flange of the pump discharge head


5-3-65 G-9 STD


5-3-65


STD


G-9





PUMPS



(NEMA Motor Dimension "BD") shall have a base diameter of 16. 5 inches
(419 mm) for all sizes of pumps. The discharge head shall be of cast iron
conforming to ASTM Designation: A48, Class 30A, or of cast steel con-
forming to ASTM Designation: A27. The diameter of the water passage I
through the elbbw shall be at least equal to the diameter of the discharge
pipe specified. Each surface discharge head shall be furnished with an
integral ASA 125 pound flange facing for connection to the discharge pipe
flange. The discharge head shall be provided with a shaft packing box,
renewable bronze bushing, prelubrication connection and a well vent. The
well vent shall be a minimum of 1 inch (25 mm) in diameter and shall be
located so that it may be readily used for water level measurement and for
the addition of chemicals to the tubewell. The base of the surface discharge
head shall be provided with four bolt holes, 13/16-inch (20 mm) in diameter
for anchoring the surface discharge head to a concrete pump pedestal.


6. 15 Prelubrication System.

(1) The Contractor shall furnish a manually operated, water
prelubrication system complete with all valves, piping and storage tank
for each water lubricated pump furnished. The prelubrication system
shall be adequately sized to provide sufficient water for lubrication of
the bearings during pump start up and until the normal lubrication is
established. The pipe for prelubrication system shall be complete
with all necessary valves, lines and fittings to permit filling of the pre-
lubrication tank from the pump discharge and to permit the water to be
manually released prior to starting the pump. The prelubrication tank
shall bean enclosed tank of sufficient size to adequately lubricate the
line shaft bearings during pump start up and shall be equipped with an
opening in the top through which it may be filled from an external source.























STD
5-3-65 G-10





MOTORS


MOTORS


6. 16 General.

(1) Motors shall be vertical, hollow shaft electric motors and
shall be suitable for connection to and operation of vertical turbine type
pumps installed in tubewells. Motors shall include all parts and appurt-
tenances to provide, when connected to the pump, a complete operating
unit in accordance with these Specifications.


6. 17 Design.

(1) The materials, design, fabrication and assembly of the motors
shall be in strict.accordance with the applicable provisions of these Speci-
fications and shall conform to the standards listed herein or to equivalent
standards of the country of manufacture. The Contractor shall furnish all
performance curves, data, drawings and warranties as required by these
Specifications. The motors shall be designed and manufactured to meet the
rated performance characteristics specified herein.

(2) The motors shall be suitable for use with line-shaft vertical
turbine pumps having a threaded top shaft and adjusting nut. The mounting
flange shall be in accordance with NEMA Publication MG 1 and shall have a
base diameter (NEMA Motor Dimension "BD") of 16. 5 inches (419 mm).

(3) The pump motors shall be vertical, hollow shaft, weather-pro-
tected or totally enclosed, squirrel cage, induction-type motors conforming
to NEMA Publication MG 1, "Motors and Generators", for a Design B
polyphase motor. The motors shall be rated 389-volts, 3-phase, 3-wire,
50-cycle, 1500 synchronous RPM for operation on a nominal 400-volt
system. The wihdings shall have NEMA Class B insulation and shall be
suitable for operation under conditions of high humidity as specified herein.
The motors shall have a service factor of not less than 1. 0 and a temperature
rise by the resistance method at rated load not exceeding 80 degrees
Centigrade at an ambient temperature of 40 degrees Centigrade. Motor
efficiency at rated speed and horsepower shall be not less than 87 percent
after correction for the added motor bearing losses due to the added thrust
and mechanical loads of the pump and shaft assemblies.

(4) Each motor shall be equipped with three inherent thermal
protective devices, one embedded in each phase of the stator winding.
These devices shall operate onhigh temperature to de-energize the con-
trol circuit of the motor thus disconnecting it from the power source. The





5-3-65 G-11 .. STD
^,-:.:J





MOTORS


tripping temperature will be determined by the Engineer at the time drawings
are submitted for approval. The thermal devices shall be so located in the
winding and so constructed that they will prevent motor damage due to over-
heating resulting from overload, lack of ventilation, single phasing, stalling,
high ambient temperature, voltage unbalance, or low voltage.

(5) The motors shall be so designed and constructed that they will
withstand the temperatures and stresses resulting from their 3-phase locked
rotor current for a period of not less than 18 seconds at an ambient tempera-
ture of 40 degrees Centigrade under motor "cold start" conditions. However,
the motor "withstand time" shall be greater than the tripping time of the
current sensing thermal overload relays and the motor inherent protective
devices under the stated operating conditions.

(6) The pump motors shall be designed for mounting on the pump
surface discharge head and for direct connection to the pump line shaft. A
thrust bearing of adequate capacity to carry the weight of all rotating parts,
plus the hydraulic thrust of the pump shall be provided in each motor. The
motors shall be equipped with ball or roller bearings and shall be provided
with a complete oil or grease lubricating system, including all necessary
sight gauges and fill and drain connections for each bearing. Each motor
shall be provided with a non-reverse ratchet to prevent reverse rotation of
the pump.

(7) Each motor shall be equipped with a terminal box of adequate
size to accommodate the three power conductors and their terminal con-
nectors, the No. 6 AWG (British 7/.064 or 16 mm2) bare copper ground
wire and the control or signal conductors associated with the motor inherent
protective devices. A bolt-type grounding terminal shall be provided inside
each terminal box for connection of the No. 6 AWG (British 7 /. 064 or
16 mm ) bare copper ground wire. The conduit opening in each terminal
box shall be suitable for slip-connection of a conduit of'the size specified
on the Drawings.

(8) The motors as specified above are to be rated at an ambient
temperature of 40 degrees Centigrade. However, the application of motors
for operating the pumps shall be made on the basis of a 50-degree Centigrade
ambient temperature and the motors shall be capable of operating the pumps
continuously at the pump design capacity and pump total head as well as at
any operating condition of pump head and capacity with the pump operating
at 1470 RPM, without exceeding a 70-degree Centigrade rise (by resistance
measurement) above the 40-degree Centigrade nameplate ambient tempera-
ture.


5-3-65


STD


G-12





MOTORS


6. 18 Shop Tests.

(1) The routine and production tests to be performed on each motor
shall include, but not be limited to, those tests described in NEMA
Publication MG-1-1963, Sections 12.47 and 12.49.

(2) Performance tests shall be made on one percent (rounded to
the next highest whole number) of each size of motor and shall include, but
not be limited to, the following:

(a) Performance tests described in NEMA Publication
MG-1-1963, Section 12.48.

(b) The motors shall be given a 3-phase locked rotor current
test for not less than 18 seconds and shall subsequently
be tested and dismantled and inspected for obvious damage.
Maximum motor temperature shall be recorded.

(c) The tripping operation of the inherent protective devices
shall be tested under motor locked rotor conditions to
demonstrate compliance with the Specifications. Tripping
temperature and maximum motor temperature shall be
recorded.

(d) The tripping operation of the inherent protective devices
shall be tested under motor running overload conditions
using a current of approximately 200 percent of motor
rated full load current. Tripping temperature and maxi-
mum motor temperature shall be recorded.






















4-6-65 STD
G-13





:MOTOR CONTROLS


MOTOR CONTROLS'

6.19 General

(1) Motor controls shall be enclosed control stations for
installation in tubewell pump houses and shall be suitable for use
with andcontrolling vertical, hollow shaft, squirrel cage, induction-
type electric motors. Motor controls shall consist of a combination
motor starter and push-button control station, a 3-phase watthour
meter, a lighting circuit breaker and all other parts and appurtenances
to provide a complete operating motor control unit in accordance with
these Specifications.

6.20 Design

(1) The materials, design, fabrication and assembly of the motor
controls shall be in strict accordance with the applicable provisions of
these Spedifications and shall conform to the standards listed herein or
to equivalent standards of the country of manufacture. The. Contractor
shall furnish all performance curves,:data, drawings and warranties as
required by these Specifications. The motor controls shall be designed
and manufactured to meet the rated performance characteristics specified
herein.

(2) The motor controls for each motor shall consist of a combina-
tion motor starter and push-button control station together with one
3-phase watthour meter and a lighting circuit breaker with all necessary
components for a complete installation, all enclosed in a metal cabinet.
The combination motor starter shall consist of a circuit breaker,
magnetic starter and current-sensing thermal overload relays.

(3) Each motor control shall be designed for operation on a
400-volt system to control and protect a 380-volt, 3-phase, 3-wire,
50-cycle electric motor of the designated horsepower rating and to
measure and totalise the power consumed at each tubewell. Motor
controls shall be furnished in complete accordance with the applicable
provisions of NEMA Publication IC-1, "Standard for Industrial Controls",
and shall have a minimum insulation level of 600 volts. The control
shall be suitable for full voltage across-the-line starting.

(4) The control scheme associated with the temperature sensors emb<
ded in the motor findings shall be of "fail safe" design so that opening
of the control or signal circuit between the sensors in the motor and the









Al
// G-14 M-


./ "/ oJ


-- .-





MOTOR CONTROLs


tripping device in the control cabinet will cause the motor power circuit to
be de-energized. The control scheme shall not rely on the completion of a
circuit to effect de-energization of the motor.


6.21 Main Circuit Breakers.

(1) The main circuit breakers shall be of the magnetic-trip type with
tripping elements designed to open the circuit breaker without intentional
delay and shall be set to trip at approximately eleven times motor full load
current. Tripping elements shall be provided in all three phases.

(2) The magnetic trip elements may be of the adjustable or fixed
type. If adjustable, the adjustment device must be externally accessible
(external to the circuit breaker case) and shall be so designed to set the
trip point within the range of eight to fifteen times motor full load current.
If the trip elements are of the fixed setting type they shall be set to trip
at approximately eleven times motor full load current; however, ratings
and characteristics will be subject to the approval of the Authority for each
motor size as these devices must coordinate with line fuses to be supplied
by others.

(3) The circuit breakers shall be in accordance with the applicable
portions of NEMA Publication No. AB-1 and shall have a continuous current
rating of not less than 115 percent of motor current at rated load, but in no
case shall be less than the following:


Motor
Rated
HP

15
20
25
30
40
50
60
75
100


Circuit Breaker
Minimum
Rated Interrupting
Continuous Capacity
Current Symmetrical rms
Amperes Amperes


25
40
40
60
100
100
100
200
200


3,000
4,000
4,000
5, 000
5,000
5, 000
5, 000
5, 000
6, 000


5-3-65


STD


G-15






MOTOR CONTROLS


6.22 Contactors.

(1) Each magnetic contactor shall be rated 3-pole, 400-volt,
50-cycle, with a continuous horsepower rating not less than that of the
motor with which it will be used. Each contactor shall have not less
than one auxiliary contact connected electrically to maintain the control
circuit in the energized condition upon momentary energization of the
contactor coil. The contactor coils shall be suitable for use on a 400-volt,
50-cycle, control circuit and shall have insulation suitable for use in a
50-degree Centigrade ambient.temperature.

(2) The magnetic starters shall be suitable for use under the
specified service conditions and shall be of the following sizes:

Motor Magnetic Starter
Rated NEMA Standard
HP Size

15 2
20 2
25 2
30 3
40 3
50 3
60 4
75 4
100 .4


6. 23 Thermal Overload Relays.

(1) Overload protection shall be provided in all three phases by
means of current sensing thermal overload relays. The thermal over-
load elements shall be matched to the full load ratings of the correspond-
ing motor to be controlled. The overload relays shall be of the "Quick-
trip" type and their speed of response to motor line current shall be
generally in accordance with the following:

Percent Tripping Time
of Relay Setting of Overload Relay
or Rated Current (Seconds)

150 140 190
170 85- 120
300 17 30
500 6- 12
600 5- 10

4-6-65 STD
G-16





MOTOR CONTROLS


(2) The tripping time of the overload device must be less than the
withstand time of its corresponding motor.


6. 24 Watthour Meters.

(1) Each motor control unit shall contain one 3-phase watthour
meter which shall be suitable for operation on a 400-volt; 3-wire, 3-phase,
50-cycle, alternating current power supply and shall have sufficient con-
tinuous capacity for the motor full load current rating and the single-phase
lighting load. The meters shall be the two-element type with five-dial
cyclometer registers calibrated to read in kilowatt-hours.

(2) All watthour meters shall conform tothe applicable portions
of NEMA Publication E 1-20, and shall be securely mounted in the motor
control cabinet so as to be readable from the front without opening the
cabinet door.


6. 25 Lighting Circuit Breakers.

(1) The lighting circuit breakers shall be suitable for operation on
a 230-volt, single-phase, 50-cycle alternating current power supply, shall
have a minimum interrupting capacity of 1,500 amperes, and shall be in
accordance with NEMA Publication AB 1.

(2) The circuit breakers shall be rated not smaller than 4 amperes
nor larger, than 6 amperes.


6.26 Conductors.

(1) Each motor control unit shall be furnished assembled with all
component parts and accessories completely interconnected and wired to
bolt-type terminal connectors for all incoming and outgoing power cables.
Terminal blocks shall be provided for terminating control or signal wiring
from the motor inherent protective devices.

(2) All insulated wiring, for power, lighting and control circuits,
shall be single-conductor wire with a 600-volt rating and synthetic rubber
insulation. The insulation shall be heat and moisture resistant, synthetic
rubber of super aging quality conforming to ASTM Designation: D1679
for operation in wet locations and at conductor temperatures up to 75
degrees. Centigrade. The insulation thickness and cable construction shall
conform to IPCEA Publication S19-81, (NEMA WC 3) but in no event
shall the insulation thickness be less than 3/64-inch (1. 2 mm).


5-3-65


G-17




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