Project Name “AUGMENTATION OF TAP CONNECTIVITY IN RURAL AREA”

VOLUME – III – PRICE BID

2.0 BID FORM (WITH PRICE)

SUMMARY OF - Grand Summary of Schedules (Covering

Schedule – A Nil

Schedule - B Breakup of Cost for Construction Phase

Schedule B - ............ Work

Schedule - D Schedule of Payment for Works

DISTRICT WATER & SANITATION UNIT

1. Name of work:- As Per NIT

2. The rates and prices shall be submitted in the electronic formats given by n-procure

which is called Schedule-B ( Schedule B1, Schedule B2, Schedule B3 & Schedule B4),

rates and prices received in any other formats will be rejected and the Bids will be

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.

supplied 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.

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

Contract Agreement.

Schedule-B and 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 rata basis.

9. Each item is to be individually priced online and the amounts shall be added up to arrive

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.

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.

DISTRICT WATER & SANITATION UNIT

Schedule B will be considered and binding on the Contractor. The prices in Price

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

evaluation of the bid.

12. 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.

13. Prices shall be filled online only.

Specifications and other sections of these bid documents and these documents are to be

taken as mutually explanatory of one another.

15. The bidder shall interpret the data furnished and carry out any additional survey work, or

investigation work required at his own cost.

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

17. 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/WASMO.

shall include all the equipments / materials / accessories and services required as per the

19. 1% of the value of work will be deducted from the Running bill against labour cess which is

non refundable.

20. The prices shall be quoted inclusive of all taxes, royalties and duties except GST 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.

21. The rates should be quoted inclusive of all other taxes but except GST and except as per

Volume-II(A), General Conditions of Contract, Clause No. 47. (Refer Attachment)

22. The Bidders shall have to quote the rates in this tender keeping in view of the Probable

rebate available to them as per the above Circulars of Government of India. The liability of

the Department is limited to issuing the Project Authority Certificate to the Contractor and

the Department does not take any responsibility whether the Agency gets the Excise

Exemption or not. The Complete responsibility rests with the Contractor/Agency only.

23. The process requires that the bidder shall quote his price for the work components

during the entire period of performance of the contract except price variation allowed for

DISTRICT WATER & SANITATION UNIT

supply of MS/DI/PVC/HDPE pipe as per Volume-II (A), General Conditions of Contract.

24. 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.

25. 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/Unit Manager of the in charge of the work. The contractor shall also

furnish such additional information as regards royalty payment to the competent authority.

26. Agency shall have to take Insurance policy and intimate to GWSSB/WASMO 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

27. GWSSB/WASMO 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.

28. The contractor shall apply fair means of stock maintenance and shall adopt accounting

standard as may be prescribed under GST Act as applicable in the state of Gujarat. For

arriving at the difference in procurement prices due to introduction of GST it will be open

for the Board to ask for original invoices, lorry receipt, weigh bridge slips, payment details

and such other documents as may be required for the purpose.

The claim of contractor regarding GST shall have to be backed by documentary evidence

substantiating the actual payment of tax duly certified by the competent tax authority. The

final decision regarding the quantum of claim amount to be recovered or reimbursed shall

be of the competent authority of the GWSSB / WASMO and shall be binding on the

Signature of Chairman, GARADI

Contractor: TA. SHINOR

DISTRICT WATER & SANITATION UNIT

2. BID FORM (WITH PRICE)

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

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

Addenda / Amendments to the above, for the execution of the above Contract, we the

undersigned offer to Design, Engineer, Procure, Construct, Complete, Commission, operate,

maintain and Run the whole of the said works for ............. Months 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, Preamble to Price

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

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

(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 with in ......... 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 180 days from the last date of submission of bid 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 thereto annexed but until such agreement is prepared

DISTRICT WATER & SANITATION UNIT

this Bid together with your written acceptance thereof shall constitute a binding Contract between

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)

(In the capacity of)

Duly authorized to sign Bid for and on behalf of

(Fill in block capitals)

DISTRICT WATER & SANITATION UNIT

NAME OF WORK: CONSTRUCTION OF RCC ESR 50,000 LTRS CAPACITY &

MTRS HEIGHT, PROVIDING SUPPLYING AND LOWERING LAYING AND JOINTING

OF DISTRIBUTION PIPELINE AND TRANSPARENCY BOARD & SLOGAN WRITING

AT VILLAGE: GARADI TALUKA: SHINOR UNDER “AUGMENTATION OF TAP

CONNECTIVITY IN RURAL AREA”

NAME OF WORK:- CONSTRUCTION OF RCC ESR 50,000 LTRS CAPACITY & 12 MTRS

HEIGHT, PROVIDING SUPPLYING AND LOWERING LAYING AND JOINTING OF

DISTRIBUTION PIPELINE AND TRANSPARENCY BOARD & SLOGAN WRITING AT

VILLAGE: GARADI TALUKA: SHINOR UNDER “AUGMENTATION OF TAP

CONNECTIVITY IN RURAL AREA”

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

Panisamiti for the work to be executed and the rate at which, they are to be charged. Quantity of

materials may slightly very as per site condition.

Sr Particulars Quantity Rate at which Place of

No materials will be Delivery

1. The contractor while submitting the tender shall see that the rate in “SCHEDULE:A” are

filled in by Panisamiti at the time of issue of tender

2. Binding wire of 20 guage thick required for binding reinforcement to be provided at his own

3. All the materials required to complete the work other than that not mentioned in the schedule,

but available with the Panisamiti shall be supplied to the contractor on demand at the

prevailing market rate or issue rate whichever is less.

4. All the surplus materials issued as per schedule; A should be returned and handed over to the

panisamiti at his store without any extra charges, otherwise recovery at the double rate should

be charged to the contractor.

5. The materials mentioned in Schedule: “A” should be checked for its correctness and

soundness by the contractor before taking delivery from Panisamiti.

Dated signature of the contractor VWSC GARADI

Ta: SHINOR Dist: VADODARA.

DISTRICT WATER & SANITATION UNIT

-: CONSTRUCTION OF SCOPE:-

SR. NO. SCHEDULE NAME OF WORK AMOUNT (Rs)

Construction of RCC ESR 50,000 Ltrs

1. SCHEDULE – B1

Capacity & 12 Mtrs Height

Providing Supplying and lowering laying

2. SCHEDULE – B2

and jointing of Distribution Pipeline

3. SCHEDULE – B3 Transparency Board & Slogan writing

Note: All rates of Schedule B1,B2 are inclusive of all taxes, insurance, labour

overhead charges, Contractor’s profit, royalties etc. except GST & B3 is

inclusive of all Taxes and GST

I/We am/are willing to carry out the work at ____________________above /below

_______________________________________________ (should be written in figures and words) the estimated

cost mentioned above. Amount of my/our tender works out as under:-

ESTIMATED AMOUNT PUT TO TENDER. ESTIMATED AMOUNT PUT TO TENDER.

Dated Signature of Contractor VILLAGE WATER AND SANITATION COMMITTE

VILLAGE: GARADI

TALUKA:SHINOR, DISTRICT: VADODARA

DISTRICT WATER & SANITATION UNIT

NAME OF WORK: - Construction of RCC ESR 50,000 Ltrs Capacity & 12 Mtrs Height

SCHEDULE NAME OF WORK AMOUNT (Rs)

SCHEDULE – B1 Construction of RCC ESR 50,000 Ltrs Capacity

& 12 Mtrs Height

1) Inlet and outlet connection with existing pipe has to be done by contractor.

2) Rates to be submitted by considering SBC for ESR.

3) Plaster at top of bottom slab and bottom of top dome has to be done by the agency whose cost is

included in above estimate.

5).PCC (1:3:6) of 150mm thick with IPS (1:2:4) at G.L. near to ESR within a radius of 0.5 mtrs is to be

done by agency.

6.) Rates are excluding SBC Test Charges & SBC test was conducted by Pani Samiti so charges already

deducted as applicable.

NAME OF WORK: CONSTRUCTION OF RCC ESR OF 50,000Lt x 12m CAPACITY AS PER DESIGN.

SR NO DETAILS DATA FOR RCC ESR

(A) CAPACITY 0.50 lac Ltrs Capacity.

(B) SBC Should be done by contractor

(C) GROUND LEVEL RL 100.00 METER

(D) BOTTOM OF TANK (TOP OF OUTLET As Per Design.

(E) HEIGHT As Per Design.

(F) F.S.L Department Design.

(G) FOUNDATION DEPTH BELOW GL Department Design.

(H) TYPE OF FOUNDATION Department Design.

(I) FREE BOARD Department Design.

(J) NORMAL WATER LEVEL -

(K) (i) Dia of inlet pipe CI vertically cast double EQUEVALENT DIA AS PER RISING

flange MAIN/DISTRIBUTION LINE WITH DOUBLE

FLANGE CI PIPE WITH CRIPPLING

FLANGE.(AS PER ENGINEER IN CHARGE).

(Ii) Dia of OUTLET pipe CI vertically cast EQUEVALENT DIA AS PER RISING

double flange MAIN/DISTRIBUTION LINE WITH DOUBLE

FLANGE CI PIPE WITH CRIPPLING FLANGE.

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(III) Dia of WASH OUT pipe EQUEVALENT DIA AS OUTLET PIPE DIA

WITH CI PIPE WITH CRIPPLING FLANGE

AND SPECIALS SUCH AS TEE, BEND ETC, IN

SUFFICIENT LENGTH UPTO DISPOSAL

POINT FOR PROPER DISPOSAL OF WATER.

III) Dia of OVERFLOW pipe EQUEVALENT DIA AS INLET PIPE DIA WITH

CI PIPE WITH CRIPPLING FLANGE AND CI

SPECIALS SUCH AS TEE, BEND ETC,

INSUFFICIENT LENGTH UPTO DISPOSAL

POINT FOR PROPER DISPOSAL OF WATER.

(L) Length of pipes FROM CONTAINER TO GL (VERTICALLY )

UPTO DUCKFOOT BEND AND MINIMUM

METER ALONG GROUND AFTER EDGE OF

COLUMN/SHAFT (HORIZONTALLY)

(M) SLUICE VALVES IS 14846 WITH ISI EQUEVALENT DIA AS PER INLET, OUTLET

MARK PN.1.6 & WASHOUT PIPE DIA – 3 NOS.

(N) SIZE OF VALVE CHAMBER 0.9x0.9x1.00m deep 3 nos

THIKNESS OF MASONARY As per Design.

TYPE OF MASONARY As per Design.

PLASTER As per Design.

FOUNDATION As per Design.

RCC SLAB As per Design.

(O) COWL TYPE VENTILATOR As per Design.

(P) CIMH FRAME AND COVER AT TOP OF As per Design.

(Q) RCC CABIN As per Design.

(R) TYPE OF CONSTRUCTION RCC AS PER Design.

(S) INSIDE WATER PROOFING CEMENT INSIDE CONTAINER, BOTTOM OF TOP SLAB

PLASTER 20MM THK IN CM 1:2 AND BOTH SIDES OF TOP DOME.

(T) PAINTING LETTER FOR CAPACITY OF SIZE OF LETTER WILL BE 45 CM HEIGHT

TANK ETC AT CONTAINER LEVEL AND 50MM WIDTH AND AS PER NRDWP

(V) APPROVED CEMENT PAINT TO ESR IN THREE COATS.

DISTRICT WATER & SANITATION UNIT

AUGMENTATION OF TAP CONNECTIVITY IN RURAL AREA

Name Of Work :- CONSTRUCTION OF RCC ESR 50,000 Ltrs Capacity x 12 Mtrs Height.

Village:- GARADI Taluka:- SHINOR

Description Quantity Rate Per Amount

Designing structurally (and aesthetically)

complying provisions of relevant Indian

standards and constructing RCC Elevated

service Reservoir of the following capacity

and height , using data of S.B.C of

proposed site , Seismic zone, Wind speed

Zone. Including (1) Container shape any

suitable type(or as specified), (2) Staging

consisting of column brace trestle / shaft /

combination column- brace trestle and shaft

as appropriate(or as specified) and (3)

Appropriate foundation system. This

includes excavation in all types of soil

strata(including hard rock ), casting100 mm

thick P.C.C. levelling course in M-10

Refilling the pit with proper soil and

disposing of the surplus stuff within a lead

of 50 meters. (4) This will also include

cement plaster in CM 1:2 with approved

water proofing compound to inside face of

(5) All types of labour & material charges

of lowering , laying, erecting / hoisting &

joining of pipe assembly of Inlet, Outlet

overflow, washout and bye pass

arrangement as per hydraulic design are

including. (6) Providing and fixing

accessories(specified) like MS / GI Ladder

CI Manhole frame and covers, water level

indicator , lightening conductor,

DISTRICT WATER & SANITATION UNIT

GI Pipe railing around walk way, at roof

level, at gallery and around landing of

inside shaft, Adequate cowl type ventilators

or lantern type ventilator with stainless

steel jali. (7) Scope of work includes

constructing RCC spiral staircase with

adequate tie beams ,staircase footing ,B.B.

Masonry chambers for valves. ventilating

shaft and ventilators as well as door in shaft

.(8) including providing and applying three

coats of cement paint/snowcem (as

specified) to the whole structure. (9) It also

includes satisfactory water tightness test as

per relevant I.S. Code and painting name of

scheme & capacity on the tank as per

direction of engineer in charge.

List of Indian Standards for design of ESR:

Note: The structural design of ESR shall be

in accordance with provisions of

relevant Indian Standards

(1) I.S. 3370 part I & II 2009 or latest

(1.1) I.S. 3370 part III & IV 1965 or latest

(2) IS 456-2000 or latest revised

(3) IS 11682- 1985 or latest revised

(4) IS 1893-2002 part I to V or latest

(5) IS 13920-1993, or latest revised

(6) IS 875 part I to III,1987 or latest

(7) IS 11089- 1987 or latest revised

General specifications:

(1) The Min. concrete grade for RCC shall

be M :30. Proportion of concrete

ingredients shall be as per Mix design using

weigh batching .

(2) HYSD( Fe 415)or higher grade

reinforcing bars confirming to IS 1786/1139

or CRS /TMT bars shall be used as per

detailed specification.

DISTRICT WATER & SANITATION UNIT

(3) In case of column –brace trestle type

staging having more than 6 columns

internal horizontal bracing is obligatory.

One bracing shall be at foundation level

in case of Individual footings .

(4) Min. size/ thickness of various

components shall be provided as per design

criteria/ specifications ( or as per std.

(5) Minimum dimensions specified for

various components in tender data

/specifications shall be provided without

(6) The Safe bearing capacity (SBC)

/allowable pressure on soil shall be

referred from SBC test report or tender

datasheet. If poor soil strata is met with or

ground water table is met with ,the SBC

shall have to be re ascertained scientifically

and the design shall be revised.

(7) Maximum spacing between horizontal

bracings shall be 5 m(storey height).

(8) The BB Masonry cabin with MS door

shall be constructed when spiral staircase is

outside the staging.

(9) M.S. ladder shall be provided and fixed

for access to roof when height of roof from

G.L. is up to 10 m. For ESR having more

than 10 m height RCC .spiral staircase or

suitable RC staircase shall be constructed

(10) For ESR-having staging height more

than 15 m the spiral staircase shall be

provided inside the staging with effective

tie beams in more than one direction.

(11) Water level indictor shall be provided

and fixed float type /electronic (as specified

DISTRICT WATER & SANITATION UNIT

(12) The rate shall include providing and

fixing pipes, specials, and valves required

for inlet, outlet , wash out, over flow and

bye pass arrangement. The scope of work

includes constructing supporting RC

pillars, erecting, laying ,fixing and joining

pipes and specials etc up to 5m length from

face of staging (outer most column).

(13) CI pipes & specials shall only be used .

(14) The rate shall include cost of

dewatering during execution making all

arrangement and any dewatering technique.

(15) The structure shall be designed

properly for uplift due to Ground water

table specified in data or GWT met with

during execution. No extra shall be paid.

(16) Effective curing shall be carried out as

per specifications.

(17) Agency shall engage qualified (at least

graduate)consulting engineer for designing

the structure and he/she shall visit the site

for guidance of work at least 3 times .

(18) 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 then

the work shall be treated as incomplete.

Above conditions / general specifications

Sr. No. 1 to 18 are part & parcel of tender

For 0.50 Lakh Lit.capacity & 12 Mt

Cost of 0.50 Lit. capacity Up to 12.00 Mt

GWSSB SOR 2022-23,Page No:49, Sec-c,

DISTRICT WATER & SANITATION UNIT

NAME OF WORK: - Providing Supplying and lowering laying and jointing of Distribution

SCHEDULE NAME OF WORK AMOUNT (Rs)

SCHEDULE – B2 Providing Supplying and lowering laying and

jointing of Distribution Pipeline

AUGMENTATION OF TAP CONNECTIVITY IN RURAL AREA

GARADI VILLAGE WATER SUPPLY SCHEME

TALUKA : SHINOR DISTRICT : VADODARA

NAME OF WORK :- Providing, Supplying, Lowering, Laying and Jointing PVC Distribution

Pipeline of various diameters for Distribution Network of Garadi village water supply scheme.

Qty. Unit Item Description Per

Providing and supplying in standard length ISI

mark rigid unplasticised PVC Pipes suitable for

potable water with ring fit joint including cost

of rings, as per IS specification No. 4985/1988

including all local & central taxes,

transportation, freight charges, octroi,

inspection charges, loading, unloading,

conveyance to the departmental stores and

including cost of joiting material etc complete.

1. One coupler / ring shall be provided with

each full length pipe cost of which is included

in rates below.

2. 3% (Three) Discounted rate to be consider for

Coupler jointed pipe.

3. Rate for PVC Resign as Rs. 91739/MT

30 Rmt 110 mm dia.PVC pipe test pressure 6 Kg/sq.cm 199 Rmt

30 Rmt 90 mm dia PVC pipe test pressure 6 Kg/sq.cm 139 Rmt

DISTRICT WATER & SANITATION UNIT

Providing and supplying at store or site of work

PVC specials as per requirment incl. freight,

loading, unloading, stacking insu. & all taxes

A. PVC Couplers 6 Kg/sq.cm (Fabricated):-

5 Nos. 110 mm dia 133 Nos.

5 Nos. 90 mm dia 78 Nos.

B. PVC Tail piece with PVC Flange (ISI)

Heavy duty (Moulded):-

8 Nos. 110 mm dia 320 Nos.

2 Nos. 90 mm dia 236 Nos.

D. PVC Tee (Moulded):-

2 Nos. 110 x 110 mm dia 407 Nos.

0 Nos. 110 x 90 mm dia 470 Nos.

2 Nos. 90 x 90 mm dia 324 Nos.

E. PVC Elbow (Moulded):-

8 Nos. 110 mm dia 358 Nos.

4 Nos. 90 mm dia 216 Nos.

F. PVC Reducer (Moulded):-

4 Nos. 110 x 90 mm dia 188 Nos.

G. PVC Bend 90 Degree (Fabricated)

2 Nos. 110 mm dia 421 Nos.

2 Nos. 90 mm dia 236 Nos.

H. PVC Endcap:-

1 Nos. 110 mm dia 55 Nos.

1 Nos. 90 mm dia 50 Nos.

Providing and supplying ISI mark CI/DF

Butterfly valves as per IS : 13095 (Latest

Edition) of following class and diameter

including all taxes, insurance, transportation,

freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental

stores, stacking etc. complete.

(B1) Butterfly valves IS 13095 with ISI mark

DISTRICT WATER & SANITATION UNIT

4 Nos. (1) 100 mm Dia 2670 Nos.

Excavation for pipeline trenches for water

supply, sewerage line, manhole etc. all with

shoring and struting if required as per required

gradient and line including safety provisions

using site rails and stacking excavated stuff

including up to all required lead cleaning the

site etc. complete for all lifts and strata as

36.00 Cum A. In all sorts of soil and soft murrum :- 89 Cum

C. In C.C. 1:2:4 or R.C.C. with blasting and

0.00 Cum 372 Cum

chiseling or by chiseling only.

Lowering, laying and jointing PVC Pipes and

specials of following class and diameter

including cost of conveyance from stores to site

of works including cost of labour, material,

except cement solvent, giving satisfactory

hydraulic testing as per ISI code complete.

30 Rmt 110 mm dia.PVC pipe test pressure 6 Kg/sq.cm 19 Rmt

30 Rmt 90 mm dia PVC pipe test pressure 6 Kg/sq.cm 17 Rmt

Lowering, laying and jointing in position

following CI/DF Reflux valve,Buterfly valves

& Air Valves including cost of all labour,

jointing material, including nut bolts and giving

satisfactory hydraulic testing, etc. complete

(Rate for all class of valves).

(B1) Butterfly valves IS 13095 with ISI mark

4 Nos. (1) 100 mm Dia 439 Nos.

Refilling the pipeline trenches incl. ramming,

watering, consolidating desposal of surplus stuff

35.52 Cum 22 Cum

as directed within a radius of 3 km. Refilling as

DISTRICT WATER & SANITATION UNIT

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 100mm thick (with key hole

in two parts, each with handles or MS Bar etc

complete as given size) upto 1 mt depth from

GL 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 CI MH frame and cover (exl cost

of CI MH frame and cover) with 23mm thick

brick masonary wall in CM 1:6.

(c) Size of chamber 0.90 m x 0.90 m x1mt.deep

4 Nos. 7738 Nos.

with precast slab in two parts 15mm.

Providing & supplying at site of work G.I pipes

with couplings of follwing class & diameter

incl. all taxes, insurance, transportation, freight

charges, octrol, inspection charges, loading,

unloading, coveyance to departmental store,

stacking complete.

10 Rmt. (A) Medium Duty 100 mm dia 864 Rmt.

Providing and supplying ISI mark G.I specials

of following class and diameter including all

taxes, insurance, transportation, freight charges,

octroi, inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc.

complete. (IS - 1239).

100mm Dia, Bend, Flange, Nipple, Coupling,

Reducer, Nut-Bolt (As per requirment) etc.

DISTRICT WATER & SANITATION UNIT

Lowering, laying and jointing GI Pipes and

specials of following class and diameter

including cost of conveyance from stores to site

of works including cost of labour, material,

except cement solvent, giving satisfactory

hydraulic testing as per ISI code complete.

10 Rmt. (A) Medium Duty 100 mm dia 34 Rmt.

Complete House Hold Connection with

providing supplying Lowering laying and fitting

15mm dia UPVC pipe with all specials,

Excavation and Refilling, Making hole for

fitting saddle into Existing pipe and new laying

pipe or lowering laying and jointing

110/90/75mm x 15mm dia service saddle

including cost of conveyance from stores to site

of works including cost of labour, material,

cement solvent, giving satisfactory hydraulic

0 Nos. House Connection 1547 Nos.

Connection Work With old Existing Pipe Line

with require material including lowering,

laying, joining, testing…etc.complete.

A. PVC Pipe Line Connection With Existing

2 Nos. 1425 Nos.

B. GI Connection with Existing GI Pipe. For

2 Nos. 100 mm Dia / With Exsiting Pipe of dia upto 4373 Nos.

Total Amount: Rs.

Total Amount: Rs.

DISTRICT WATER & SANITATION UNIT

NAME OF WORK: - Transparency Board & Slogan writing

SCHEDULE NAME OF WORK AMOUNT (Rs)

SCHEDULE – B3 Providing Supplying and lowering laying and

jointing of Distribution Pipeline

DISTRICT WATER & SANITATION UNIT

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 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 Schedule B.

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 6 herein below.

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.

DISTRICT WATER & SANITATION UNIT

BREAK UP FOR PAYMENTS SCHEDULE

Percentage Payment to be

Item Description of Items

a On receipt of materials at project site & Pipe Testing Report

65 % of Quoted rate

received from GIRDA or CIPET

b On Excavation,Lowering, laying and Jointing 15 % of Quoted rate

c On Hydraulic testing 10 % of Quoted rate

d On refilling and disposal of surplus stuff and commissioning

10 % of Quoted rate

a On receipt of materials on site 70 % of Quoted rate

b On erection 20 % of Quoted rate

c On Hydraulic testing and commissioning 5 % of Quoted rate

d After completion of defect liabilities 5 % of Quoted rate

3 GROUND (UNDERGROUND) LEVEL SERVICE

RESERVOIRS/SUMPS

A On completion of excavation and base slab 20 % of Quoted rate

B On completion of vertical wall and braces 20 % of Quoted rate

C Full supporting structure including column, ring beam and

completion of top slab / dome 15 % of Quoted rate

D Plastering inside & outside with epoxy etc. complete

10 % of Quoted rate

E Procurement and fixing of inlet, outlet, washout, overflow

pipes, valves, specials, chambers, lighting arrester conductor 15 % of Quoted rate

and specials at site

F Water level indictor, painting of letters, M.S ladder, pipes,

railing and all miscellaneous items such as snowcem paint in

three coats etc (Completed with all respect) including water 10 % of Quoted rate

G On hydraulic Testing 05 % of Quoted rate

H After completion of defect liabilities 5% of quoted rates

DISTRICT WATER & SANITATION UNIT

Percentage Payment to

Item Description of Items

Construction of RCC ESR

1. On Submitting Mix Design, Material Test Reports & ESR 10 %

Drawing in case of OWN Design completion of excavation and

Concreting up to G.L.

2. On completion of Full shaft and braces including staircase up to 20 %

bottom slab/ dome level

3. Completion of bottom slab or dome vertical wall or slant wall of 20 %

container without top slab or dome

4. Top slab or dome, staircase with RCC cabin and door 10 %

5. Completion of Plaster and hydraulic test 15 %

6. Procurement and fixing of inlet, outlet, washout, overflow pipe 10 %

valves specials chambers, lighting arrester

conductor and specials at site

7. Fixing above pipes, specials as directed 5%

8. Water level indictor, painting of letters M.S ladder pipe, railing 10%

and all miscellaneous items such as paint in three coats etc (

Completed with all respect ) including water tightness test,

including commissioning

Providing, Supplying ,Fitting & Commissioning Pumping

Machinery At Sump

1. On receipt of materials on site. 75 %

2. Fitting and Testing Completed with all respect. 25%

Signature of Chairman, GARADI

Contractor : TA. SHINOR DIST. DISTRICT WATER &

VADODARA SANITATION UNIT VADODARA

DISTRICT WATER & SANITATION UNIT