M AND R Programme- PM-4 B Regional Water Supply Scheme

Estimated Cost : Rs.

Executive Engineer

Gujarat Water Supply & Sewerage Board

P.H.W.Dn., Godhra

Volume-III, PRICE BID VANAKBORI RWSS

Bid Documents for SHIFTING WORK OF EXISTING WATER MAIN PIPELINE AT DIFFERENT

VILLAGE FOR DIFFERENT DIAMETER OF PIPE

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

GWSSB, Panchmahal

Volume-III, PRICE BID VANAKBORI RWSS

Name of Work:-Bid Documents ForSHIFTING WORK OF EXISTING WATER MAIN

PIPELINE AT DIFFERENT VILLAGE FOR DIFFERENT DIAMETER OF PIPE Tal:-

Godhra Dist.:-Panchmahal, Gujarat.

1) 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.

2) 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.

3) 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.

freesupplied from the by client.

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

as called for against the BOQ item.

gives the list of some principal items with tentative quantities of the work there of

for the guidance of the bidder. For any excess over tender quantities, Extra items

and variations in quantities, Refer Clause No 14 of Volume IB-General Conditions of

7) The total of the item prices in Schedule B1, Schedule B2 shall be equal to the

pendency of the Contract, except for items under-price variation clause. In case of

considered and binding on the Contractor. The prices in Schedule B1, Schedule B2 of

the successful bidder shall be corrected accordingly.

8) The bidder is not required to quote their prices in Schedule Cie. O&M prices. The

rates mentioned in the Schedule C for O&M are fixed and will be the basis for

payment during O&M as per tender terms and conditions. The Amount of Schedule-C

shall not be carried forward to Schedule B for comparison and evaluation. But it shall

be added to schedule B (After rebate, if any) for overall cost of tender & shall form a

part of the Contract Agreement.

9) 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 rata basis.

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

GWSSB, Panchmahal

Volume-III, PRICE BID VANAKBORI RWSS

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 payment shall be given for

any item which is required to complete and perform the project.

12) Bidder shall not to quote for O&M in Schedule-C. In case of any discrepancy noted

corrected accordingly.

13) Schedule D gives the basis of interim payment for construction of civil works.

any will be considered for financial evaluation of the bid.

15) 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.

16) 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.

18) The bidder shall interpret the data furnished and carry out any additional survey

investigation work required at his own cost.

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

20) 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, Panchmahal

Volume-III, PRICE BID VANAKBORI RWSS

the prices shall include all the equipment / materials / accessories and services

22) 1% of the value of work will be deducted from the Running bill against labour cess

which is non-refundable.

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

same will be borne by GWSSB.

24) 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.

25) The prices shall be quoted prices shall be quoted exclusive of GST, but inclusive

of all other taxes, royalties and duties prevailing at the time of submission of the

bids. Statutory variation if any during the currency of contract shall have to borne by

the agency which shall be not reimbursed by the GWSSB.

26) The rates quoted shall be exclusive of GST, but inclusive of all other taxes, duties

which shall not be paid extra. While GST will be paid for admissible part of actual

work done at the approved tender rates and tender conditions of price variations.

GST shall be paid as per prevailing rates at the time of payment. The TDS shall be

deducted at source as per provision of IT rules and GWSSB policy.

27) The rates should be quoted exclusive of GST but inclusive of all other taxes as

-1 (B). General conditions of Contract, Clause No.

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

Complete responsibility of taxes, duties, levies rests with the Contractor/Agency

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

remain firm and fix during the entire period of performance of the contract except

price variation allowed for supply of MS/DI/PVC/GI pipe as per Volume-1 (B) Clause

No. 59, General Conditions of Contract.

30) Payment shall be made for the components for which lump sum 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 items only.

31) 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 &Kalpasar 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

GWSSB, Panchmahal

Volume-III, PRICE BID VANAKBORI RWSS

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.

32) Agency shall have to take Insurance policy and intimate to GWSSB along with the

evidence within time limit. In case of noncompliance entire responsibility shall be

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

33) 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.

Signature of contractor Executive Engineer

GWSSB, Panchmahal

Volume-III, PRICE BID VANAKBORI RWSS

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

THE EXECUTIVE ENGINEER,

PUBLIC HEALTH WORKS DIVISION,

SUB:Bid Documents ForSHIFTING WORK OF EXISTING WATER MAIN PIPELINE AT

DIFFERENT VILLAGE FOR DIFFERENT DIAMETER OF PIPE Tal:-GodhraDist.:-Panchmahal,

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 month

from the date of commissioning including defects liability period as given in Conditions

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

Nos.__________ (insert numbers) for Lump sum fixed price of

for Construction includingfree 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

inspectionand testing of materials and workmanship.

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

the Engineer’s representative.

c) if wefail todeliver purewater ofrequired quantityaccording

totheconditions/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.

GWSSB, Panchmahal

Volume-III, PRICE BID VANAKBORI RWSS

4)We agree to abide by this Bid for a period of 180 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 receive.

(Name of the Person)

Company Seal _____________________

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

Witness Signature ___________________________

GWSSB, Panchmahal

Volume-III, PRICE BID VANAKBORI RWSS

NAME OF SCHEME –PM-4B Regional Water Supply Scheme

TALUKA: Godhra DIST.: PANCHMAHAL

BidDocuments ForSHIFTING WORK OF EXISTING WATER MAIN PIPELINE AT DIFFERENT VILLAGE FOR

DIFFERENT DIAMETER OF PIPETal:-GodhraDist.:-Panchmahal, Gujarat.

Schedule showing the approximately the materials to be supplied to the contractor from

government stores for the work to be executed and the rate at which they are to be

Sr. Particular Qty. Rate at which the Place of

No. material will be charged Delivery

to the contractor

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

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 deptt. 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 Government.

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 Tender.

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

GWSSB, Panchmahal

Volume-III, PRICE BID VANAKBORI RWSS

GUJARAT WATER SUPPLY & SEWERAGE BOARD

NAME OF SCHEME :- PM 4 B Regional Water Supply Scheme

TALUKA:-GODHARA DIST:-PANCHMAHAL

NAME OF WORK:- SHIFTING WORK OF EXISTING WATER MAIN PIPELINE AT

DIFFERENT VILLAGE FOR DIFFERENT DIAMETER OF PIPE

Sr.No. Name of Component Amount

SHIFTING WORK OF EXISTING WATER MAIN

PIPELINE AT AMBALI VILLAGE 323.9 MM MS

PIPE LINE (570 MT)

SHIFTING OF EXISTING WATER MAIN

PIPELINE AT RUPANPURA VILLAGE 323.9

MM MS PIPE LINE (460 MT)

SHIFTING OF EXISTING WATER MAIN

PIPELINE AT BHALANIYA TO BHATPURA

90MM PVC PIPE LINE (390 MT)

SHIFTING OF EXISTING WATER MAIN

PIPELINE AT BHALANIYA TO BHATPURA

110MM PVC PIPE LINE (395 MT)

SHIFTING OF EXISTING WATER MAIN

PIPELINE AT BHANPURA VILLAGE 160MM

PVC PIPE LINE (255 MT)

Total Amount of Schedule B-1 to B-6 =

Total Amount of Schedule B-1 to B-6 =

Total Amount (In Rupee) =

Total Amount (In Rupee) =

willing to carry out the

workAAAAAAAAAA..aboveAAAAAAAAAAAAAAA...

belowAAAAAAAA% age (percentage should be written in figure and words)the

tender rate mentioned above amount of my / our tender work put as under.

1.Estimated cost put to tender 1.Estimated cost put to tender

Rs 3954325.05AAAAA.

2.Deduct Rs./-AAAAAAAAAAA 2.Deduct Rs./-AAAAAAAAAA.

3.Net Rs/-AAAAAAAAAAA 3.Net Rs/-AAAAAAAAAAAAA

4.In words Rs/- 4.In words Rs/-AAAAAAAAAA

AAAAAAAAAAAAAAAAAAA AAAAAAAAAAAAAAA.

Dy.Ex.Engineer Executive Engineer

P.H.Sani.Sub Division Public Health Works Division

GWSSB, Panchmahal

Volume-III, PRICE BID VANAKBORI RWSS

1) The Schedule specifies the procedure for all such assessment of the items specified in Schedule

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

Representative shall assess the value of each component as indicated.

3) 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

4) 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.

5) 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

GWSSB, Panchmahal

Volume-III, PRICE BID VANAKBORI RWSS

BREAK UP FOR INTERIM PAYMENTS

Payment Will Be Released Based on as per Actual Execution Work of Site

GWSSB, Panchmahal

NAME OF SCHEME :- PM 4 B Regional Water Supply Scheme

TAL: Godhra DIST - PANCHMAHAL

NAME OF WORK : SHIFTING WORK OF EXISTING WATER MAIN PIPELINE AT DIFFERENT VILLAGE FOR DIFFERENT

DIAMETER OF PIPE

Schedule showing the approximately the materials to be supplied to the contractor from Government

stores for the work to be executed and the rate at which they are to be charged ::

Sr. Particulars. Qty. Rate at which the Place of

No. materials bill be charge.

charged to the 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

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 deptt. 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 Government.

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 Tender.

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.

Dated Signature Deputy Executive Engineer Executive Engineer

of contractor P.H. S. Sub Dn. Public Health Works Division

GUJARAT WATER SUPPLY & SEWERAGE BOARD

NAME OF SCHEME :- PM 4 B Regional Water Supply Scheme

TALUKA:-GODHARA DIST:-PANCHMAHAL

NAME OF WORK:- SHIFTING WORK OF EXISTING WATER MAIN PIPELINE AT DIFFERENT VILLAGE FOR

DIFFERENT DIAMETER OF PIPE

Sr.No. Name of Component Amount

SHIFTING WORK OF EXISTING WATER

SCHEDULE B-1 MAIN PIPELINE AT AMBALI VILLAGE 323.9

MM MS PIPE LINE (570 MT)

SHIFTING OF EXISTING WATER MAIN

SCHEDULE B-2 PIPELINE AT RUPANPURA VILLAGE 323.9

MM MS PIPE LINE (460 MT)

SHIFTING OF EXISTING WATER MAIN

SCHEDULE B-3 PIPELINE AT BHALANIYA TO BHATPURA

90MM PVC PIPE LINE (390 MT)

SHIFTING OF EXISTING WATER MAIN

SCHEDULE B-4 PIPELINE AT BHALANIYA TO BHATPURA

110MM PVC PIPE LINE (395 MT)

SHIFTING OF EXISTING WATER MAIN

SCHEDULE B-5 PIPELINE AT BHANPURA VILLAGE 160MM

PVC PIPE LINE (255 MT)

Total Amount of Schedule B-1 to B-6 =

Total Amount of Schedule B-1 to B-6 =

Total Amount (In Rupee) =

Total Amount (In Rupee) =

I/ WE am /are willing to carry out the

work…………………………..above………………………………………... below……………………% age (percentage

should be written in figure and words)the tender rate mentioned above amount of my / our tender work put as

1.Estimated cost put to tender 1.Estimated cost put to tender

2.Deduct Rs./-…………………………… 2.Deduct Rs./-………………………….

4.In words Rs/-………………………………… 4.In words Rs/-…………………………

Dy.Ex.Engineer Executive Engineer

P.H.Sani.Sub Division Public Health Works Division

NAME OF SCHEME :- PM 4 B Regional Water Supply Scheme

NAME OF WORK:- SHIFTING WORK OF EXISTING WATER MAIN PIPELINE AT AMBALI VILLAGE 323.9 MM

MS PIPE LINE (570 MT)

TALUKA:-GODHARA DIST:-PANCHMAHAL

Providing , Supplying , lowering , laying and Jointing M.S pipe line.

QTY UNIT ITEM RATE PER AMOUNT

Item No : 1 MS Pipe

Manufacture , supply & delivery of submerged arc weldel MS

pipe out side coated with best quality of bituminus paint having

beleved ends plate or coil conforming to IS 3589-201 or its latest

revision / ammendement for following thickness out side

diameter at GWSSB store or site of work anywhere in Gujarat

state including taxes , insurances , transportation , fright charges

octroi charges , loading , unloading ,conveyance to departmental

stores stacking , contactors overhead charges , & profit and

labours cess 1% etc. complete ( Rate for MS pipe based on the ex.

work price of HR Coil as Rs. 58500.00 per metrik tonn without

GST ( Above 3.15 mm to 10 mm ) & Rs. 59000.00 per mT without

GST ( above 10 mm) as on Jan-23 (WPI INdex of HR Coil of Dec-

(B) Inside epoxy paint ( 100 Micron) & O/S Gunniting ( 25 MM

570.00 MTR. 323.9 MM DIA 4.0 MM Thick 2515.00 MTR.

Providing , supplying & Fixing MS Special for MS Pipe Line

Above 300 mm Dia

150.00 Kg MS Special plain and socket ends 96.00 Kg

50.00 Kg Ms Special flnge ended 98.00 Kg

Providing and supplying ISI mark C.I.D.F.sluice valve,butterfly

valves,refluxe valves …..loading,unloading,conveyance to

departmental store

SLUICE VALVE.PN-1.0 With hand wheel/cap operated (PD type

1.00 NO 300 MM DIA 20384.00 NO

REFLUX VALVE PN-1.6 IS5312 Bearing ISI mark

1.00 NO 300 MM DIA 35045.00 NO

1.00 NO PROVIDING AND ERRECTING AIR RISER WITH 80 mm DIA D 16990.00 NO

A AIR VALVE (Pipe 90-200 mm Dia)

Excavation for pipe line trenches including all safety provisions

using site rails and stacking excavated stuff up to a lead of

mtr.cleaning the sites etc.complete.for lifts and strata as specified.

FOR DEPTH 0.00 TO 1.50 MTR.

136.50 CMT. a) In all sorts of soil and soft murrum 89.00 CMT

136.50 CMT. b) In hard murrum,boulders including macadam road 135.00 CMT

Lowering Laying and jointing MS Pipe ( Out side gunniting &

Inside lining , epoxy)

Lowering , laying jointing in position yo correct line & Level MS

Pipe with outer gunniting & Inside lining / epoxy painting on

pedestarla or chairs up on prepared formation or prepared

bedding in trenches the rates include conveyances from store to

site of work loading , unloading , joint plastering , hydrotesting

350.00 MTR. 323.9 MM DIA 4.0 MM Thick 411

Lowering laying and jointing in position following

C.I./D.F.refluxe valve ,sluice valve and air valves including cost

of all labour,jointing materials including nut bolts and giving

testing etc.complete.

(A & B SLUICE VALVE AND SCOUR VALVES & reflux valve )

1.00 NO 300mm SLUICE VALVE.PN-1.0 With hand wheel/cap operated 1141.00 NO

(PD type short body)

1.00 NO REFLUX VALVE PN-1.6 IS5312 Bearing ISI mark 1142.00 NO

230.00 CMT. Refilling the pipe line trenches including 22.00 CMT.

ramming,watering,conrplus stuff as directed within a radious of

14 CMT. Providing C.C.M.100 for encasing pipes using trap metal size 12 3368.55 CMT.

mm to 50 mm form work curing consolidation etc. complete.

SCHEDULE B-1 Total Amount

SCHEDULE B-1 Total Amount

P.H.Sani.Sub Division

NAME OF SCHEME :- PM 4 B Regional Water Supply Scheme

NAME OF SCHEME:- SHIFTING OF EXISTING WATER MAIN PIPELINE AT RUPANPURA

VILLAGE 323.9 MM MS PIPE LINE (460 mt)

TALUKA:-GODHARA DIST:-PANCHMAHAL

QTY UNIT ITEM RATE PER AMOUNT

Item No : 1 MS Pipe

Manufacture , supply & delivery of submerged arc weldel MS

pipe out side coated with best quality of bituminus paint

having beleved ends plate or coil conforming to IS 3589-201

or its latest revision / ammendement for following thickness

out side diameter at GWSSB store or site of work anywhere in

Gujarat state including taxes , insurances , transportation

fright charges , octroi charges , loading , unloading

,conveyance to departmental stores stacking , contactors

overhead charges , & profit and labours cess 1% etc. complete

( Rate for MS pipe based on the ex. work price of HR Coil as

Rs. 58500.00 per metrik tonn without GST ( Above 3.15 mm to

10 mm ) & Rs. 59000.00 per mT without GST ( above 10 mm)

as on Jan-23 (WPI INdex of HR Coil of Dec-22 is 144)

(B) Inside epoxy paint ( 100 Micron) & O/S Gunniting (

460.00 MTR. 323.9 MM DIA 4.0 MM Thick 2515.00 MTR.

Providing , supplying & Fixing MS Special for MS Pipe Line

Above 300 mm Dia

350.00 Kg MS Special plain and socket ends 96.00 Kg

300.00 Kg Ms Special flnge ended 98.00 Kg

Providing and supplying ISI mark C.I.D.F.sluice

valve,butterfly valves,refluxe valves

…..loading,unloading,conveyance to departmental store

SLUICE VALVE.PN-1.0 With hand wheel/cap operated (PD

type short body)

1.00 NO 300 MM DIA 20384.00 NO

REFLUX VALVE PN-1.6 IS5312 Bearing ISI mark

1.00 NO 300 MM DIA 35045.00 NO

1.00 NO PROVIDING AND ERRECTING AIR RISER WITH 80 mm 16990.00 NO

DIA D A AIR VALVE (Pipe 90-200 mm Dia)

Excavation for pipe line trenches including all safety

provisions using site rails and stacking excavated stuff up to a

lead of 90 mtr.cleaning the sites etc.complete.for lifts and

strata as specified.

FOR DEPTH 0.00 TO 1.50 MTR.

156.00 CMT. a) In all sorts of soil and soft murrum 89.00 CMT

156.00 CMT. b) In hard murrum,boulders including macadam road 135.00 CMT

Lowering Laying and jointing MS Pipe ( Out side gunniting

& Inside lining , epoxy)

Lowering , laying jointing in position yo correct line & Level

MS Pipe with outer gunniting & Inside lining / epoxy

painting on pedestarla or chairs up on prepared formation or

prepared bedding in trenches the rates include conveyances

from store to site of work loading , unloading , joint

plastering , hydrotesting etc. comp

400.00 323.9 MM DIA 4.0 MM Thick 411

Lowering laying and jointing in position following

C.I./D.F.refluxe valve ,sluice valve and air valves

including cost of all labour,jointing materials

including nut bolts and giving testing etc.complete.

(A & B SLUICE VALVE AND SCOUR VALVES

& reflux valve )

1.00 NO 300mm SLUICE VALVE.PN-1.0 With hand 1141.00 NO

wheel/cap operated (PD type short body)

1.00 REFLUX VALVE PN-1.6 IS5312 Bearing ISI mark 1142.00 NO

265.00 CMT. Refilling the pipe line trenches including 22.00 CMT.

ramming,watering,conrplus stuff as directed within a radious

14 CMT. Providing C.C.M.100 for encasing pipes using trap metal size 3368.55 CMT.

12 mm to 50 mm form work curing consolidation etc.

SCHEDULE B-2 TOTAL RS/-

P.H.Sani.Sub Division

NAME OF SCHEME :- PM 4 B Regional Water Supply Scheme

NAME OF SCHEME:- SHIFTING OF EXISTING WATER MAIN PIPELINE AT BHALANIYA TO BHATPURA 90MM PVC PIPE

TALUKA:-GODHARA DIST:-PANCHMAHAL

QTY UNIT ITEM RATE PER AMOUNT

Providing and supplying in standered length ISI mark rigid Unplastic PVC pipes

suitable for potable water with ringfit joint including cost of rings as per IS

specification no. 4985/1988 including all local and central taxes ,transporatation

,freight charges ,octroi charges ,inspection charges ,loading ,unloading

conveyances to departmental store including cost of jointing material etc.comp

PVC PIPE test pressure 6 kg/cm2

390.00 Mtr. 90 MM DIA 190.00 Mtr.

Providing and supplying at site or store C.I./P.V.C./M.S/D.I. specials including

all taxes etc. complete…..

PVC Coupler 6 kg/cm2 (Fabricated)

5.00 Nos 90 MM DIA 78.00 Nos

PVC Bend 90° Moulded (Heavy)

2.00 Nos 90 MM DIA 318.00 Nos

PVC TEE Moulded

2.00 Nos 90 x 90 MM DIA 324.00 Nos

CID Long Collar over size Suitable to PVC Pipe 6kg/cm2

4.00 Nos 90 MM DIA 195.00 Nos

Pvc Tail Peace with CI Flange (Heavy duty) Moulded

2.00 Nos 90 MM DIA 236.00 Nos

Providing and supplying ISI mark C.I.D.F.sluice valve,butterfly valves,refluxe

valves …..loading,unloading,conveyance to departmental store

SLUICE VALVE.PN-1.0 With hand wheel/cap operated (PD type short body)

1.00 NO 80 MM Dia 2652.00 NO

1.00 NO PROVIDING AND ERRECTING AIR RISER WITH 50 mm DIA D A AIR VALVE 11500.00 NO

(Pipe 90-200 mm Dia)

Excavation for pipe line trenches including all safety provisions using site rails

and stacking excavated stuff up to a lead of 90 mtr.cleaning the sites

etc.complete.for lifts and strata as specified.

FROM 0.00 TO 1.5 MT DEPTH

122.85 CMT (A)In all sorts of soil and soft murrum 89.00 CMT

122.85 CMT (B)In Hard murrum,boulders including macadam road 135.00 CMT

lowering laying,fixing pvc/upvc/cpvc and specials of following class and

diameter including cost of conveyance from stores to site of works including cost

of labour,material,cement solvent,giving satisfactory hydraulic testing as per ISI

390.00 MTR. 90 MM DIA 17.00 MTR.

Lowering laying and jointing in position following C.I./D.F.refluxe valve ,sluice

valve and air valves including cost of all labour,jointing materials including nut

bolts and giving testing etc.complete.

(A & B SLUICE VALVE AND SCOUR VALVES & reflux valve )

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01-Pipe Shifting\Documents\DTP OF SHIFTING PIPE

1.00 NO 80 MM Dia 400.00 NO

10.00 CMT Providing C.C.M.100 for encasing pipes using trap metal size 12 mm to 50 mm 3368.55 CMT

form work curing consolidation etc. complete. Using trap metal 40 mm size

Construction of valve 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 out side 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 bars etc.complete as given size)Up to 1.00 mtr.

depth from G.L. to pipe invert level including complete civil works but excluding

cost of excavation and refilling. With pre cast slab in two parts 15 cm. thick with

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

With precast slab in two parts 15 cm.

1.00 NO. (B)SIZE0.60X0.60X1.0MT.(UP TO 150 mm DIA.) 5380.00 NO.

234.00 CMT Refilling the pipe line trenches including ramming,watering,conrplus stuff as 22.00 CMT

directed within a radious of 3 kms.

SCHEDULE B-3 TOTAL RS/-

P.H.Sani.Sub Division

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01-Pipe Shifting\Documents\DTP OF SHIFTING PIPE

NAME OF SCHEME :- PM 4 B Regional Water Supply Scheme

NAME OF SCHEME:- SHIFTING OF EXISTING WATER MAIN PIPELINE AT BHALANIYA TO BHATPURA 110MM PVC PIPE

TALUKA:-GODHARA DIST:-PANCHMAHAL

QTY UNIT ITEM RATE PER AMOUNT

Providing and supplying in standered length ISI mark rigid Unplastic PVC pipes

suitable for potable water with ringfit joint including cost of rings as per IS

specification no. 4985/1988 including all local and central taxes ,transporatation

,freight charges ,octroi charges ,inspection charges ,loading ,unloading

conveyances to departmental store including cost of jointing material etc.comp

PVC PIPE test pressure 6 kg/cm2

395.00 Mtr. 110 MM DIA 273.00 Mtr.

Providing and supplying at site or store C.I./P.V.C./M.S/D.I. specials including

all taxes etc. complete…..

PVC Coupler 10 kg/cm2 (Fabricated)

5.00 Nos 110 MM DIA 235.00 Nos

PVC Bend 90° Moulded (Heavy)

2.00 Nos 110 MM DIA 519.00 Nos

PVC TEE Moulded

2.00 Nos 110 x 110 MM DIA 407.00 Nos

CID Long Collar over size Suitable to PVC Pipe 6kg/cm2

4.00 Nos 110 MM DIA 237.00 Nos

Pvc Tail Peace with CI Flange (Heavy duty) Moulded

2.00 Nos 110 MM DIA 320.00 Nos

Providing and supplying ISI mark C.I.D.F.sluice valve,butterfly valves,refluxe

valves …..loading,unloading,conveyance to departmental store

SLUICE VALVE.PN-1.0 With hand wheel/cap operated (PD type short body)

1.00 NO 100 MM DIA 3563.00 NO

1.00 NO PROVIDING AND ERRECTING AIR RISER WITH 50 mm DIA D A AIR VALVE 11500.00 NO

(Pipe 90-200 mm Dia)

Excavation for pipe line trenches including all safety provisions using site rails and

stacking excavated stuff up to a lead of 90 mtr.cleaning the sites etc.complete.for

lifts and strata as specified.

FROM 0.00 TO 1.5 MT DEPTH

124.43 CMT (A)In all sorts of soil and soft murrum 89.00 CMT

124.43 CMT (B)In Hard murrum,boulders including macadam road 135.00 CMT

lowering laying,fixing pvc/upvc/cpvc and specials of following class and diameter

including cost of conveyance from stores to site of works including cost of

labour,material,cement solvent,giving satisfactory hydraulic testing as per ISI code.

395.00 MTR. 110 MM DIA 19.00 MTR.

Lowering laying and jointing in position following C.I./D.F.refluxe valve ,sluice

valve and air valves including cost of all labour,jointing materials including nut

bolts and giving testing etc.complete.

(A & B SLUICE VALVE AND SCOUR VALVES & reflux valve )

1.00 NO 100 MM DIA 439.00 NO

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Pipe Shifting\Documents\DTP OF SHIFTING PIPE

10.00 CMT Providing C.C.M.100 for encasing pipes using trap metal size 12 mm to 50 mm 3368.55 CMT

form work curing consolidation etc. complete. Using trap metal 40 mm size

Construction of valve 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

mm thick, inside cement plaster in c.m.1:3 and cement pointing out side 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 bars etc.complete as given size)Up to 1.00 mtr. depth from G.L.

to pipe invert level including complete civil works but excluding cost of excavation

and refilling. With pre cast slab in two parts 15 cm. thick with 23 cm. thick brick

masonary wall in C.M.1:6

With precast slab in two parts 15 cm.

1.00 NO. (B)SIZE0.60X0.60X1.0MT.(UP TO 150 mm DIA.) 5380.00 NO.

236.00 CMT Refilling the pipe line trenches including ramming,watering,conrplus stuff as 22.00 CMT

directed within a radious of 3 kms.

SCHEDULE B-4 TOTAL RS/-

P.H.Sani.Sub Division

D:\New folder\New folder (2)\All Desktop Backup File\DeskTop Backup- 4-5-18\Godhra-online tender\PMS\Tender Notice Year-2026-27\Nivida No-01-

Pipe Shifting\Documents\DTP OF SHIFTING PIPE

NAME OF SCHEME :- PM 4 B Regional Water Supply Scheme

NAME OF SCHEME:- SHIFTING OF EXISTING WATER MAIN PIPELINE AT BHANPURA VILLAGE 160MM PVC PIPE LINE (

TALUKA:-GODHARA DIST:-PANCHMAHAL

QTY UNIT ITEM RATE PER AMOUNT

Providing and supplying in standered length ISI mark rigid Unplastic PVC pipes

suitable for potable water with ringfit joint including cost of rings as per IS

specification no. 4985/1988 including all local and central taxes ,transporatation

,freight charges ,octroi charges ,inspection charges ,loading ,unloading

conveyances to departmental store including cost of jointing material etc.comp

PVC PIPE test pressure 6 kg/cm2

255.00 Mtr. 160 MM DIA 575.00 Mtr.

Providing and supplying at site or store C.I./P.V.C./M.S/D.I. specials including

all taxes etc. complete…..

PVC Coupler 6 kg/cm2 (Fabricated)

5.00 Nos 160 MM DIA 439.00 Nos

PVC Bend 90° Moulded (Heavy)

2.00 Nos 160 MM DIA 972.00 Nos

PVC TEE Moulded

2.00 Nos 160 x 160 MM DIA 952.00 Nos

(GWSSB SOR-2022-23,Part-1 Sec-A, Item No:9.2.E,P No.12)

CID Long Collar over size Suitable to PVC Pipe 6kg/cm2

4.00 Nos 160 MM DIA 387.00 Nos

((GWSSB SOR-2022-23,Part-1 Sec-A, Item No:12.6.A P No.20)

Pvc Tail Peace with CI Flange (Heavy duty) Moulded

2.00 Nos 160 MM DIA 811.00 Nos

(GWSSB SOR-2022-23,Part-1 Sec-A, Item No:9.2.C P No.12)

Providing and supplying ISI mark C.I.D.F.sluice valve,butterfly valves,refluxe

valves …..loading,unloading,conveyance to departmental store

SLUICE VALVE.PN-1.0 With hand wheel/cap operated (PD type short body)

1.00 NO 150 MM DIA 5848.00 NO

REFLUX VALVE PN-1.6 IS5312 Bearing ISI mark

1.00 NO 150 MM DIA 8348.00 NO

1.00 NO PROVIDING AND ERRECTING AIR RISER WITH 50 mm DIA D A AIR VALVE 11500.00 NO

(Pipe 90-200 mm Dia)

Excavation for pipe line trenches including all safety provisions using site rails and

stacking excavated stuff up to a lead of 90 mtr.cleaning the sites etc.complete.for

lifts and strata as specified.

FROM 0.00 TO 1.5 MT DEPTH

84.15 CMT (A)In all sorts of soil and soft murrum 89.00 CMT

84.15 CMT (B)In Hard murrum,boulders including macadam road 135.00 CMT

lowering laying,fixing pvc/upvc/cpvc and specials of following class and diameter

including cost of conveyance from stores to site of works including cost of

labour,material,cement solvent,giving satisfactory hydraulic testing as per ISI code.

255.00 MTR. 160 MM DIA 28.00 MTR.

D:\New folder\New folder (2)\All Desktop Backup File\DeskTop Backup- 4-5-18\Godhra-online tender\PMS\Tender Notice Year-2026-27\Nivida No-01-

Pipe Shifting\Documents\DTP OF SHIFTING PIPE

Lowering laying and jointing in position following C.I./D.F.refluxe valve ,sluice

valve and air valves including cost of all labour,jointing materials including nut

bolts and giving testing etc.complete.

(A & B SLUICE VALVE AND SCOUR VALVES & reflux valve )

2.00 NO 150 MM DIA 585.00 NO

19.00 CMT Providing C.C.M.100 for encasing pipes using trap metal size 12 mm to 50 mm 3368.55 CMT

form work curing consolidation etc. complete. Using trap metal 40 mm size

Construction of valve 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

mm thick, inside cement plaster in c.m.1:3 and cement pointing out side 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 bars etc.complete as given size)Up to 1.00 mtr. depth from G.L.

to pipe invert level including complete civil works but excluding cost of excavation

and refilling. With pre cast slab in two parts 15 cm. thick with 23 cm. thick brick

masonary wall in C.M.1:6

With precast slab in two parts 15 cm.

2.00 NO. (B)SIZE0.60X0.60X1.0MT.(UP TO 150 mm DIA.) 5380.00 NO.

145.00 CMT Refilling the pipe line trenches including ramming,watering,conrplus stuff as 22.00 CMT

directed within a radious of 3 kms.

SCHEDULE B-5TOTAL RS/-

P.H.Sani.Sub Division

D:\New folder\New folder (2)\All Desktop Backup File\DeskTop Backup- 4-5-18\Godhra-online tender\PMS\Tender Notice Year-2026-27\Nivida No-01-

Pipe Shifting\Documents\DTP OF SHIFTING PIPE