Rejuvenation Programme 2026-27

Name of Work: Providing, Supplying, Lowering, Laying & Jointing 90 mm dia

Kg/cm2 PVC Pipeline and RCC UG Sump for Chembuva Juna Village, Ta. Bhabhar,

Dist.Vav-Tharad

Estimated Cost : Rs.

Executive Engineer

Gujarat Water Supply & Sewerage Board

Public Health Works Division

Tharad, Gujarat

Volume-III, PRICE BID Rejuvenation Programme 2026-27

Bid Documents for Design, Build & Operate Contract for

BREAK UP FOR INTERIM PAYMENTS .................................................

Volume-III, PRICE BID Rejuvenation Programme 2026-27

Name of Work:- Providing, Supplying, Lowering, Laying & Jointing 90 mm dia

Kg/cm2 PVC Pipeline and RCC UG Sump for Chembuva Juna Village, Ta. Bhabhar,

Dist.Vav-Tharad.

The bidder shall quote his firm and fixed price for the entire work under this Contract,

defined in more details in various sections of this bid document.

(1) The rates and prices shall be submitted in the electronic formats given by n-

procure which is called Schedule-B. Rates and prices received in any other

formats will be rejected and the Bids will be disqualified.

(2) It will be entirely at the discretion of the Employer to accept or reject the

bidder’s proposal, without giving any reasons whatsoever and the bidder shall

not be permitted to withdraw his bid on this account.

be free supplied from the by client.

(4) In Schedule-B the Bidder shall quote prices for the items on lump sum / unit

rate as called for against the BOQ item.

in Schedule-B only will be considered for price evaluation & shall form a part of

the Contract Agreement.

and evaluation.

(7) The Bidder shall quote his prices for Operation & Maintenance in Schedule-C.

Bidder shall give year wise break up of cost for 5 years O&M in Schedule-C/1 to

Schedule-C/5 separately for Schedule-C. The total shall be in line to the price

quoted in Schedule-C. The total shall be carried forward to Schedule-B for

comparison and evaluation.

(8) Wherever for a particular item the quantities have been specified payment

shall be on unit rate basis and unit variation in quantity will be paid with pro

(9) Each item is to be individually priced online and the amounts shall be added up

prices shall be left blank except where the item description requires the item

to be priced on "as applicable” basis. The item shall not be priced if it is “not

applicable” to the bidder’s design, in which case the bidder shall add the

words “NOT APPLICABLE”. The wording in the item description is for subject

matter guidance only; clause references are indicative only and all other

relevant clauses shall also be referred to. The prices shall allow for all the

works covered under the bid and all liabilities and contractual obligations

whether separately specified or not. Items against which no prices are quoted

shall not be separately paid for and the bidder shall be deemed to have

covered the cost of execution of such items (according to the requirements of

the bid document) in the prices quoted for other items.

for satisfactory working/safety of the system as specified, will not be

separately paid for by the Employer when executed and shall be deemed to be

already covered by other items and rates listed in the price sheets No extra

Volume-III, PRICE BID Rejuvenation Programme 2026-27

payment shall be given for any item which is required to complete and perform

fixed, during the pendency of the Contract. In case of any discrepancy noted in

carried over and arithmetic corrections if any will be considered for financial

evaluation of the bid.

(12) Schedule ‘D gives the basis of interim payment for construction of works.

(13) The bidder shall be deemed to have allowed in his price for provision,

maintenance and final removal of all temporary works of whatsoever nature

required for construction including temporary bunds, diverting water,

pumping, de-watering etc. for the proper execution of works. The rates shall

also be deemed to include any works and setting out that may be required to

be carried out for laying out of all the works involved.

(14) Prices shall be filled online only.

Contract, the Specifications and other sections of these bid documents and

these documents are to be taken as mutually explanatory of one another.

(16) The bidder shall interpret the data furnished and carry out any additional

survey work, or investigation work required at his own cost.

(17) The prices quoted shall also include the cost of materials utilized for testing.

(18) The bidder should acquaint himself with the site conditions including the

access to Work site. The successful bidder shall have to make suitable access

to work sites at his own cost. These accesses will be used by the other

contractors working for GWSSB.

and the prices shall include all the equipments / materials / accessories and

services required as per the specifications. The bidder shall fill in the price

schedule furnished.

(20) The amount to be quoted for O & M / year shall be as per Volume-IB, General

Conditions of Contract, Clause No. 1, Security Deposit.

(21) 1% of the value of work will be deducted from the Running bill against labour

cess which is non refundable.

(22) Third Party Inspection / CSC agency will be deployed by GWSSB and charges of

the same will be borne by GWSSB.

(23) Any expenditure incurred by inspection/ CSC agency for the work misinformed

by the contractor and charges of inspection/ CSC agency without any work due

to misinformation shall be recovered from the contractor.

(24) The rates to be quoted by the Contractor must be exclusive of GST but inclusive of

all other taxes. GST should be paid extra on the admissible payment as per the

approved tender rates and condition of price variation; GST should be paid as per

prevailing rates at the time of payment. The TDS as per provision of IT rules and

(25) The rates to be quoted by the Contractor must be exclusive of GST but inclusive of

all other taxes as per Volume-I (B) General Condition of Contract, Clouse No.

Volume-III, PRICE BID Rejuvenation Programme 2026-27

(26) The rates quoted shall be inclusive of all taxes, duties and GST, which shall not

be paid extra. The TDS shall be deducted at source as per provision of IT rules

and GWSSB policy.

(27) The Bidders shall have to quote the rates in this tender keeping in view of the

GST. The Complete responsibility of taxes, duties, levies rests with the

Contractor/Agency only.

(28) The process requires that the bidder shall quote his price for the work

shall remain firm and fix during the entire period of performance of the

contract except price variation allowed for supply of MS pipe as per Volume-IB

Clause No. 59, General Conditions of Contract.

(29) Payment shall be made for the components for which lump sump prices are

quoted, as per the schedule of payment. Total cost will be worked out on the

basis of work done of individual items and rates quoted against those particular

(30) Royalties: The contractor shall be liable to pay the royalty of the quarried

materials/ minerals used in the construction of works at the rates specified in

the Narmada Water Resources, Water Supply & Kalpsar Dept. Resolution No.

GEN-2010-595- (6)- M.I. Cell ( K-1) Dt. 29-4-2011 ( Gujarati Version Copy

enclosed) and shall be recovered from the running bills of the work from time

to time and remaining amount if any shall be recovered from the final bill

before releasing the security deposit of the work. The contractor shall furnish

the statement showing the quantity of quarried materials / minerals from

whom purchased (with full address of the seller) and copies of the bills for

purchase to the Executive Engineer of the in charge of the work. The

contractor shall also furnish such additional information as regards royalty

payment to the competent authority.

(31) Agency shall have to take Insurance policy and intimate to GWSSB along with

the evidence within time limit. In case of non compliance entire responsibility

shall be rest with the agency and required amount shall be recovered from any

due amount of the agency.

(32) GWSSB can recover penalty amount from the agency for not taking the

insurance. Though the penalty amount is recovered, responsibility of the

agency for taking insurance shall be continued and will not be escaped from

the responsibility.

(33) Payment should be made after fund released by GWSSB.

Signature of contractor Executive Engineer

P. H. Works Dn., G.W.S.S.B,

Volume-III, PRICE BID Rejuvenation Programme 2026-27

Bidders are required to fill up all the blank spaces in this Bid Form.

THE EXECUTIVE ENGINEER,

PUBLIC HEALTH WORKS DIVISION,

SUB: Providing, Supplying, Lowering, Laying & Jointing 90 mm dia 6 Kg/cm2 PVC

Pipeline and RCC UG Sump for Chembuva Juna Village, Ta. Bhabhar, Dist.Vav-

The bidder shall quote his firm and fixed price for the entire work under this

Contract,defined in more details in various sections of this bid document.

1. Having visited the site and examined the Bid Documents, Drawings, Conditions of

Schedules etc. including Addenda/Amendments to the above, for the execution of

the above Contract, we the undersigned offer to design, Engineer, procure,

construct, complete, commission, operate and maintain the whole of the said works

for 5 years from the date of commissioning including defects liability period as given

in Conditions of Contract and in conformity with the drawings, conditions of

Documents, including Addenda Nos.__________ (insert numbers) for Lump sum fixed

price of Rs._________________.

Rupees_____________________________________________) for Construction

including free trial run for three months or such other sum as may be ascertained in

accordance with the conditions.

2. I/We agree that

a) if we fail to provide required facilities to the Employer’s representative or any

other person/Agency by the Employer to perform on his behalf for carrying out the

inspection and testing of materials and workmanship.

b) if we incorporate into the Works, materials before they are tested and approved

by the Engineer’s representative.

Volume-III, PRICE BID Rejuvenation Programme 2026-27

c) if we fail to deliver pure water of required quantity according to the

conditions/stipulations of the Contract, the Engineer will be at liberty to take any

action including termination of Contract and impose at his absolute discretion any

penalties, and/or reject the work.

3. We undertake, if our Bid is accepted, to complete and deliver the works in

accordance with the Contract within _________ months, inclusive of monsoons,

from the date or receipt of Letter of Acceptance issued to us by you.

4. We agree to abide by this Bid for a period of 90 days from the Last date of

submission of the bill and it shall remain binding upon us and may be accepted at

any time before the expiry of that period.

5. In the event of our Bid being accepted, we agree to enter into a formal Contract

Agreement with you incorporating the conditions of Contract there to annex but

until such agreement is prepared this Bid together with your written acceptance

thereof shall constitute a binding Contract between us.

6. We agree, if our Bid is accepted, to furnish performance /Security in the forms and

of value specified in the Clause 1 of Volume-IB, “General Conditions of Contract”.

7. We have independently considered the amounts of liquidated damages shown in

Appendix to Bid and agree that they represent a fair estimate of the damages likely

to be suffered by you in the event of the work not being completed by us in time.

8. We understand that you are not bound to accept the lowest or any Bid you may

(Name of the Person)

Company Seal _____________________

Duly authorized to sign Bid for and on behalf of (fill in block capitals)

Witness Signature ___________________________

Volume-III, PRICE BID Rejuvenation Programme 2026-27

Name of Work : Providing, Supplying, Lowering, Laying & Jointing 90 mm dia 6 Kg/cm2 PVC

Pipeline and RCC UG Sump for Chembuva Juna Village, Ta. Bhabhar, Dist.Vav-Tharad

The bidder shall quote his firm and fixed price for the entire work under this Contract, defined

in more details in various sections of this bid document.

Schedule showing the approximately quantity of materials to be supplied to the contractor

and at the government store for the or to be executed by contractor and rate which way

are to be charge.

Sr. material to Departmental Place of

Particular Quantity

No. be charge Issue Rate Delivery

1. The contractor submitting the Tender shall see that the rate in Schedule-A are filled in by

the Engineer in Charge at the time of issue tender.

2. The contractor while submitting the tender shall provide his own arrangement at his own

cost for loading, unloading, and transporting safety to the site of work the cement

stipulated in Schedule-A

3. Binding wire of 15 gauge of thinner gauge required for placing the reinforcement in position

shall be provided at his own cost.

4. All the materials required for the items other than labour in Schedule-A but available with

the dept. will be issued on request to the contractor. (for use in this contract only) at

prevailing market rates or departmental issue rates whichever is higher.

5. All the surplus materials supplied by the dept. As mentioned in schedule-A should be handed

over to the Department by the contractor at the Govt. stores as directed.

6. The materials mentioned in schedule-A shall have to be checked for their correctness and

soundness by the contractor before taking the delivery of the materials from the

7. Necessary cement will be purchased by the agency at their own cost from open market.

8. The persons of firm submitting the Tender should see that rates in the above schedule are

filled up by the Executive Engineer, on the issue of form prior to the submission of the

9. Carting of above materials should be done by contractor at his own cost.

10. Contractor should return the balance materials in good and acceptable condition, otherwise

recovery at the double rates will be affected in view of Clause 12.4.

Signature of contractor Executive Engineer

P. H. Works Dn., G.W.S.S.B,

Volume-III, PRICE BID Rejuvenation Programme 2026-27

Name of Work:- “Providing, Supplying, Lowering, Laying & Jointing

mm dia 6 Kg/cm2 PVC Pipeline and RCC UG Sump for Chembuva Juna

Village, Ta. Bhabhar, Dist.Vav-Tharad

Description of item Qty Unit Rate Amount

Providing and supplying in standard length ISI

mark rigid unplasticised PVC pipes suitable for

potable water with ringfit joint including cost of

rings, as per IS specification no.4985/1988

1 including all local and central taxes,

transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to the

site of work and including cost of jointing

material etc. complete.

90 mm PVC pipeline 6kg/cm2 700 Rmt 139

Providing and supplying ISI mark C.I. D/F Sluice

valves as per IS:14846 (Latest Edition) of

following class and diameter including all taxes,

2 insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading,

conveyance to Site of work, stacking etc.

complete. 80 mm

Sluice valves with hand/wheel cap operates

(Alt type long body) ISI mark PN-1

Providing and supplying ISI mark G.I. Pipes with

Couplings of following class & dia. incl.all taxes

& insurance transportasion freight charges,

octroi, inspection charges, loading, unloding,

conveyance to stores or site of work incl. jointing

them along with specials such as tees, bends,

reducers & all jointing materials & joints incl.

labour for fire hydrants incl. lighting, guarding

barricading & other safety Provisions

80 mm dia G.I. Pipe Medium duty 24.00 Rmt 625.00

Excavation for pipe line trenches for water

supply, sewerage line, manhole etc. all with

shoring and struting if required as per required

4 gradient and line including safety provisions 441.00 Cum 89.00

using site rails and stacking excavated stuff

including up to all required lead cleaning the site

etc. complete for all lifts and strata as specified.

Up to 1.50 M. depth

In all sorts of soil and soft murrum

Lowering, laying, fixing and jointing

PVC/uPVC/cPVC pipes and specials of

following class and diameter including cost of

5 conveyance from stores to site of works

including cost of labour, material, cement

solvent, giving satisfactory hydraulic testing as

90 mm PVC pipeline 6kg/cm2 700.00 Rmt 17.00

Volume-III, PRICE BID Rejuvenation Programme 2026-27

Lowering, laying and jointing in position

following C. I. / D/F Reflux valves, Butterfly

valves, Sluice valves and Air valves including

cost of all labour, jointing material, including nut

bolts and giving satisfactory hydraulic testing,

Sluice valve 80 mm dia 1.00 Nos 400.00

Construction of valves chambers in brick or bela

stone masonary, locally available in C.M. 1:6

foundation concrete 150 mm thick in C.C. 1:4:8

of trap metal size 25 mm to 40 mm thick, inside

cement plaster in C.M. 1:3 and cement pointing

outside in C.M. 1:3 and top cover of precast

RCC slab 100 mm thick (with key hole in two

parts, each with handles or MS bar etc.

complete as given size) upto 1 Mt. depth from

G.L. to pipe invert level incl. complete civil works

but excl. cost of excavation and refilling, with

cast in situ RCC slab in one single piece with

fixing of CL-MH Frame and cover) with 23cm

thick brick masonary wall in C.M. 1:6

Size of chamber - 0.60 x 0.60 x 1.00 Mt. deep. 1.00 Nos 5380.00

Refilling the pipeline trenches incl. ramming,

8 watering, consolidating desposal of surplus stuff 436.55 Cum 22.00

as directed within a radius of 3 km.

Making job connection for old pipes in

connecting the pipeline with existing main &

inserted of specials incl. cost of excavation,

9 cutting of pipes, dewatering, testing etc.

complete incl. all jointing materials etc.

complete. (excluding cost of specials pipe &

fitting) Job work.

90 mm PVC pipeline 6kg/cm2 1.00 No. 1600.00

Preparing structural design of RCC Under

Ground/ Partially under ground above high

ground level Reservoir of required capacity as

per relevant 1.5. standards and constructing the

same, including excavation in all types of soil

strate (including rock enduding shoring strutting

if required, for loose soil/ to protect from

collapse, casting 100 mm thick P.C.C. levelling

course in M 15. Refiling the pit with proper soil

and disposing of the surplus stuff at all ined

Including cement plaster in CM 1.2 with

approved water proofing compound to all over

inside container (ie, walls, base, top slab/dome

bottom etc all, including typas of labour and

10 material charges of bowering, laying,

erecting/hosting a besting and jointing of pipe

assembly to inlet, outlet overflow washout and

bye pass arrangement as per hydraulic design,

Providing and fixing accessories, CI Manhole

frame and cover, water level indicator, adequale

cowl type ventilators or lantern type ventilator

with stainless steel jall RCC chambers for valves

Providing and applying three coats of cement

paint/snowcem to the out side tace of structure.

It also includes satisfactory water as per irection

of engineer in tightness test as per relevant 1.5,

code and painting name of scheme and capacity

on the tank as per direction of engineer in

Volume-III, PRICE BID Rejuvenation Programme 2026-27

List of Indian Standards for Design of

GER/SUMP The structural design of GSR shall

be in accordance with provisions relevantiS

(1) LS. 3370 part 1 & 11 2009 or its latest

(1.1) 18. 3370 part ill & IV 1965 or its latest

(2) 1.9.456-2000 or lis latest revision.

(3)15 1093-2000-1964 or Its latest revision

(4) 15 875, Part-1 to 3, 1987 or its latest

General Specifications:

(1) Water depth in container shall be adopted as

par data tender, Capacity shall be calculated

excluding free board of the reservoir, if water

depth is not specified, the suitable water depth/

acceptable to field angineer in accordance with

hydraulic requirement shall be adopted for

2) Shape of container (in plan) specified by in

data shall be adapted in absence orouter shape

shalt be adopted

(3) Size shall be fixed as per availability of

space (land area) an sile / acceptable engineer

(4) Effect of overlapping of pressure bulbs on

sot que near by structure and proposed sump

should be considered.

(5) Cars shall be taken that no damage should

occur to neartly rexising structure Compensation

shall be paid for the same by agency.

(6) The minimum concrete grade for ACC shall

(7) HYSD Fe 415/500 grade reinforcing bara

confirming to I.S. 1786/1139 shall be considered

in design. CRS/TMT bars shall be provided in

saline atmosphere corrosion resistance

stainless steel/HCR rabar shall be provided. Any

other steel can be used with approval of CE/in

situation of non availability in market wehour

(8) Minimum size (or thick or thickness) of

various components shall be provided as per

tendem criteria / specifications in absence as

per LS/ Std. practice of G.WS.SB. Minimum

dimensions specified for various components in

tender data/specifications shall be provided

(9) The safe bearing capacity (SBC) shell be

referred from S lest report in absence of report it

shall be relerred from data sale bolond/water

table is met with during excavation SBC shall be

scientificaly ascertained and design shall be

rovice. No extra shaft be paid for increase in

(10) Dl pipes and special shall only be used if

type is not specified in tender.

(11) The rate shaft include cost of dewatering

during excavation making all arrangement wher

is meets within depth.

(12) The structure shall be designed property to

resist uplët due te ground water table specified

Volume-III, PRICE BID Rejuvenation Programme 2026-27

in data or actual ground water table meets with

during excavation, I OWT Lipit is mentioned in

tender and during excavation I dose not meet

7.61% rate be reduced.

(13) SS pipes railing shall be provided over

sump perilary when suma height is a >=1.5

meter above ground level.

(14.a) RCC stiarcase/RCC Steps should be

provided should be provided from GL to sump

top slab based on the height of the Office above/

below the ground.

(14.b) RCC stiarcase with SS railing to be

provided inside reservoir container. BB masonry

stair cabin with MS saftey door having locking

arrangement to be provided for GSR, sump and

HGLR capacity more than 7.5 lakhs litre with top

slab. If dome is constructed as top slab then

provide minimum opening off 900*2000 mm with

curbing and SS railing around.

(15) Appereance of structure should be

asthetically good looking acceptble to authority.

(16) Any change in size, shape,depth below GL,

height above GL, water deapth,F.B., size of

member etc can be permitted in exceptional

case due to site condition or hydraulic design

requirement by C.E.No extra shall be paid for

(17) Any change in data, dimensions, shape,

water depth, reduction in size if permitted by

compentent authority and if it reduces quantity

then payment shall be reduced prorate.

(18) When capacity of GSR /Sump is> 20 lakh

litres two or suitable compartments acceptable

to excecutive engineer shall be designed and

19) Agency shall engage qualified (at least

graduate) consulting engineer for designing the

structure and he/she shall visit the site for

guidance of work.

(20) 75% part rate shall be payable for concrete,

reinforcement and plastering items of container

until satisfactory hydraulic testing for water

tightness is performed as per tender condition.

Till the work shall be treated as

incompelete.Above conditions / general

specification Sr. No. 1 to 20 are part and parcel

of tender(contract) and prevail over other

provisions and tender.

1.5 Lac litre cap.U/G Sump Without water table 1 no 532598.13

at Chembuva juna village

I/We am/are willing to carry out the work at ____________________ % (Shoud be

written in figures and words) Above/Below the estimated rate mentioned above

amount of my/our tender work out as under.

Estimated Cost Put to Tender Estimate Cost Put to Tender

Above:- Below:-

Add Rs.:- Deduct Rs.:-

Volume-III, PRICE BID Rejuvenation Programme 2026-27

Net Rs.:- Net Rs.:-

In Word Rs.:- In Word Rs.:-

Signature of contractor Executive Engineer

P. H. Works Dn., G.W.S.S.B,

1. As mentioned in the conditions of Contract, the Contract being a lump sum type

turnkey Contract on EPC basis, the provision of measurement will be applicable only

for the assessment of value of the work done for inclusion in any interim certificate for

part payment to the Contractor.

2. The Schedule specifies the procedure for all such assessment of the items specified in

3. Each item of Schedule-B has been divided into broad components. The Employer's

Representative shall assess the value of each component as indicated in paragraph

4. Percentages are indicated against each component of each items specified in

Schedule B, based on the Employer's best appreciation of the value of the component

as related to the total costs of the concerned item as whole. A head titled (any other

item(s)) is included in each breakdown of schedule and the tenderer shall at the time of

tendering indicate any additional items which he considers necessary but cannot be

covered by any of the heads indicated in the breakup.

5. The percentage breakup as indicated in the Schedule may differ from that

corresponding to the tenderer's scheme and design and he should take this into

account while quoting his lump sum prices for the items specified in Schedule-B.

6. The contractor shall, after approval of his detailed designs and drawings furnish to the

Employer's Representative an initial bill of quantities to all major items, to be reviewed

and updated periodically with the Employer's Representative. This bill of quantities will

be used for assessment of percentage progress of the component at any stage. By

measurement jointly taken by the Employer's Representative and the Contractor,

mutually agreed and entered in the measurement books in the form and by the method

approved by the Employer's Representative, and signed jointly by both the parties.

Signature of contractor Executive Engineer

P. H. Works Dn., G.W.S.S.B,