Under Augmentation in tap Connectivity in Rural Area Programme - 2022-23

2.0 BID FORM (WITH PRICE)

SUMMARY OF - Grand Summary of Schedules (Covering

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, 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.

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

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 at

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.

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 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 condition 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

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

Volume-I(B), General Conditions of Contract, Clause No.

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

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 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 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 agency.

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 and shall be binding on the contractor.

29. GST now introduced. Agency has to quoted rates without GST, also GWSSB circular No.

AB/SM-1-2/GST-Govt. Authority/17-18/File No.89/6336 Dt.27.11.2017to be referred by

Signature of PRESIDENT

contractor DHRAB PANI SAMITI

Name of works:- 1)Design and Construction of R.C.C ESR 2.80 lakh liter. Cap. With 12mtr

Height, 2) Providing ,supplying Lowering, Laying, Jointing & Commisioning Of Rising main and

Gravity Main PVC Pipeline 6 Kg/cm2, 3) Construction of 2m x 2m x 3m Pump room, 4) Pumping

Machinery 20 HP 1175 LPM against total head of 37 Mtr.-S.M.-3.6 . At, Village-Dhrab,Ta-Mundra

Under Augmentation in tap Connectivity in Rural Area Programme.

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 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 Department. As mentioned in schedule-A

should be handed over to the Department by the contractor at the Govt. stores as

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

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.

DHRAB PANI SAMITI

NAME OF SCHEME : DHRAB VILLAGE WATER SUPPLY SCHEME

TALUKA: MUNDRA DIST.: KACHCHH, Gujarat

SUMMARY (SCHEDULE-B)

Bid document for Constructing :- 1)Design and Construction of R.C.C ESR 2.80 lakh

liter. Cap. With 12mtr Height, 2) Providing ,supplying Lowering, Laying, Jointing &

Commisioning Of Rising main and Gravity Main PVC Pipeline 6 Kg/cm2, 3) Construction of

2m x 2m x 3m Pump room, 4) Pumping Machinery 20 HP 1175 LPM against total head of

Mtr.-S.M.-3.6 . At, Village-Dhrab,Ta-Mundra Under Augmentation in tap Connectivity in

Rural Area Programme.

1) Gujarat including. 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.

Sr No. Name of Work Amount Rs.

Design And Construction of R.C.C ESR 2.80 lakh liter.

Cap. With 12mtr Height

Providing ,supplying Lowering, Laying, Jointing &

Schedule-B2 Commisioning Of Rising main and Gravity Main PVC

Pipeline 6 Kg/cm2,

Schedule-B3 Construction of 2m x 2m x 3m Pump room

Pumping Machinery 20 HP 1175 LPM against total head of

Schedule-B4 37 Mtr.-S.M.-3.6

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

percent (should be written in figures and words) of the estimated rate mentioned above.

Amount of my/our tender works out as under.

Signature of PRESIDENT

contractor DHRAB PANI SAMITI

DHRAB PANI SAMITI

TAL: MUNDRA DIST: KACHCHH

Name Of Works:- 1)Design and Construction of R.C.C ESR 2.80 lakh liter. Cap. With 12mtr Height, 2) Providing ,supplying Lowering, Laying, Jointing &

Commisioning Of Rising main and Gravity Main PVC Pipeline 6 Kg/cm2, 3) Construction of 2m x 2m x 3m Pump room, 4) Pumping Machinery 20 HP

1170 LPM against total head of 37 Mtr.-S.M.-3.6 . At, Village-Dhrab,Ta-Mundra Under Augmentation in tap Connectivity in Rural Area Programme.

Item Item Description Quantity Unit Tender Rate Total Amount

Item Item Description Quantity Unit Tender Rate Total Amount

R.C.C ESR 2.80 LAKH LITRE.CAP.WITH 12MTR HEIGHT

Designing structurally and aesthetically, proof-checking, construction,

testing and commissioning of Reinforced Cement Concrete (RCC) Elevated

Service Reservoir (ESR) on turnkey basis, complying with the provisions of

relevant latest Indian Standards, and constructing RCC Elevated Service

Reservoir (ESR) of the specified capacity and staging height, based on the

latest approved Soil Investigation Report of the proposed site, applicable

Seismic Zone, Wind Speed Zone, exposure conditions, groundwater table,

and other relevant design parameters, including the following:

Container of approved suitable shape/type such as cylindrical, conical, Intze,

spherical dome, or any other technically suitable and economical configuration,

considering structural safety, durability, seismic performance, hydraulic

efficiency, and ease of maintenance. (or as specified in tender document).

Staging system consisting of RCC column-brace trestle / shaft/combination of

column-brace trestle and shaft, as appropriate and approved, designed with

2) ductile detailing as per relevant latest codes. The staging shall be analysed for

gravity loads, wind loads, seismic forces, water mass effects, sloshing effects,

and all applicable load combinations.

Suitable foundation system such as isolated footing, raft foundation, pile

foundation, annular footing, or any other approved system based on

geotechnical investigation and structural design. The scope shall include

excavation in all types of strata including hard rock, shoring/dewatering if

3) required, disposal of surplus excavated material at all leads and lifts, backfilling

with approved selected material in layers with proper compaction, and providing

minimum 100 mm thick PCC levelling course in M-10 or higher-grade concrete.

Foundation shall also be checked for bearing capacity, uplift, settlement, and

differential settlement.

Internal waterproofing treatment of the container including walls, floor slab,

bottom dome/slab, top slab/dome soffit, and all water-retaining faces by

providing smooth cement mortar/plaster in CM 1:3 or approved polymer-modified

mortar with integral waterproofing compound, finished true and even. Additional

approved crystalline/food-grade waterproof coating system shall be applied

wherever specified. All materials in contact with potable water shall be non-toxic

and approved. Crack control and watertightness requirements shall conform to

relevant IS codes.

Providing all labour, materials, machinery, lowering, laying, erecting, hoisting,

fixing, jointing, testing, and commissioning of complete pipe assemblies for inlet,

5) outlet, overflow, washout, bypass, scour, and interconnection arrangements as

per approved hydraulic design, including specials, supports, anchor blocks,

flexible joints, puddle collars, valves, and all accessories complete.

Providing and fixing all specified accessories including CI/DI/FRP/approved

manhole frames and covers, digital/float type water level indicator, lightning

arrestor with earthing system,hot dip galvanized/stainless steel railings around

walkway, roof level, gallery, staircase, ang landings, ventilators of cowl / lantern

type with stainless steel insect-proof mesh, access ladders, locking

arrangements, and safety fittings complete.

Scope of work shall include RCC staircase / RCC spiral staircase with adequate

tie beams, landing platforms, staircase foundations, handrails, valve chambers,

ventilating shaft, ventilators, access doors, internal ladders where required, and

stainless-steel grating/screens to outlet pipe openings inside the container for

safety and debris prevention. Non-slip finish shall be provided to all stair treads

External finishing of the complete structure Including approved primer and

minimum three coats of exterior grade weatherproof acrylic paint / elastomeric

8) coating or equivalent approved system. Internal non-water-contact surfaces shall

also be suitably finished. Colour scheme, branding, and lettering shall be as

directed by the Engineer-in-Charge or tender document

The scope shall include satisfactory hydrostatic water tightness testing of the

container as per relevant IS Codes, including staged filling, observation period,

9) leakage checks, and rectification of defects if any. The contractor shall also

paint/display the name of scheme, ESR capacity, year of construction, and any

identification details on the tank as directed by the Engineer-in-Charge.

The structural design, detailing, construction, testing, and materials for ESR shall

conform to the latest revisions of relevant Indian Standards, including but not

1. IS 3370 (Part 1 to 4) - Concrete structures for storage of liquids

2. IS 456-Plain and Reinforced Concrete Code of Practice

3. IS1893 (relevant parts) - Criteria for Earthquake Resistant Design

4. IS 13920-Ductile Detailing of Reinforced Concrete Structures

5.IS 875 (relevant parts) -Design Loads including Dead Load, Imposed Load,

Wind Load, etc.

6. IS 1786-High Strength Deformed Steel Bars

7. IS 10262-Concrete Mix Proportioning

8. IS 383-Coarse and Fine Aggregates for Concrete

9. IS 11682/relevant provisions for RCC staging of overhead water tanks

10. Any other relevant IS codes, GWSSB specifications, and directions of

Engineer-in-Charge.

In case of conflict, the latest revision of Indian Standards and the decision of the

Engineer-in-Charge shall prevail.

General Specifications:

Minimum grade of concrete for RCC work shall be M30. However, far container,

staging, and durability-critical components, M35 or higher grade may be adopted

1) as per approved design and exposure conditions. Concrete mix shall be design-

mix conforming to relevant IS Codes, produced by weigh batching/batching plant

only. Hand mixing shall not be permitted.

Reinforcement steel shall be TMT Fe500D / Fe550D conforming to latest IS

1786. Only approved make steel with manufacturer's test certificate shall be

used. Use of plain HYSD Fe415 steel shall not be permitted unless specifically

In case of column brace trestle type staging having more than six columns,

internal horizontal bracing shall be mandatory. At least one bracing level shall be

provided near foundation/top of footing level in case of isolated footings. Final

arrangement shall be based on structural analysis.

Minimum sizes/thicknesses of all structural components shall conform to

approved structural design, tender specifications, and relevant IS Codes. No

4) component shall be reduced below specified minimum dimensions without

written approval of Engineer-in-Charge. ESR capacity shall be considered as net

storage capacity excluding freeboard.

Minimum dimensions specified in tender documents/data sheet for container

5) wall, slabs, columns, braces, beams, shaft walls, staircase, foundations, and

other components shall be strictly provided.

Safe Bearing Capacity (SBC) shall be based on latest approved geotechnical

investigation report. During execution, if poor strata, cavities, filled-up soil,

seepage, or groundwater table is encountered, SBC shall be reassessed and

design revised accordingly at no compromise to safety. Foundation depth shall

be equal or more than 2 2.0 m, unless justified. Pressure bulb, Uplift and

buoyancy to be checked while designing foundation.

Maximum spacing between horizontal bracing levels in staging shall ordinarily

not exceed 5.0 m or as determined by structural analysis, whichever is lower.

Where staircase is located outside staging, a suitable masonry / RCC security

8) cabin with lockable steel/FRP door shall be provided at staircase entry level as

Safe access to roof shall be provided by RCC staircase / RCC spiral staircase /

approved galvanized steel staircase. For ESR having roof level height up to

m from GL, suitable staircase shall be provided. For heights above 10 m, full

RCC staircase or approved RCC spiral staircase shall be mandatory.

Handrails/guard rails shall be provided throughout staircase and around top ring

beam/walkway. Non-slip finish shall be provided on steps.

For ESR having staging height more than 15 m, staircase shall preferably be

10) provided inside staging or otherwise in structurally safe enclosed arrangement

with tie beams/bracing in more than one direction.

Water level indicator shall be provided of approved float type/electronic/digital

11) sensor type, complete with display arrangement, as specified. Provision for

future SCADA integration is desirable.

Tender rate shall include providing, laying, jointing, testing, and commissioning

of inlet, outlet, washout, overflow, bypass pipes, specials, valves, puddle collars,

supports, anchor blocks, chambers, and fittings complete. Scope shall include

pipework up to minimum 5.0 m beyond outer face of staging or as specified.

Pipes and specials shall be DI K7/K9 or approved equivalent conforming to

13) relevant IS standards. Protective internal/external coatings shall be as per

Tender rate shall include complete dewatering during execution by pumps, well

14) points, trenches, sumps, or any approved method necessary for safe

construction. No extra payment shall be admissible.

Structure and foundation shall be designed against uplift due to groundwater

15) table mentioned in data sheet or encountered during execution. Stability against

flotation shall be ensured. No extra payment shall be made for this account

Proper curing shall be carried out for the full specified duration as per IS

16) standards and specifications. Approved curing methods such as ponding, wet

hessian, sprinkling, membrane curing, etc. may be used.

Contractor/Agency shall engage a qualified structural design consultant

(minimum Graduate Civil Engineer with relevant experience). Detailed design,

drawings, proof checks, and periodic site visits shall be carried out during all

stages of work, including foundation, staging, and container construction.

Payment for container concrete, reinforcement, waterproofing/plastering items

may be restricted up to 75% until satisfactory hydrostatic water tightness test is

completed, or as per tender conditions. Until successful testing and rectification,

work shall be treated as incomplete.

All concrete shall be subject to quality control including slump tests, cube tests,

reinforcement checks, cover checks, and records as per specifications

All exposed MS items, if used, shall be hot dip galvanized or epoxy coated.

Preference shall be given to stainless steel/corrosion resistant materials.

Lightning protection system with earthing, safety signage, and name board

indicating scheme name, capacity, and year of construction shall be provided.

Internal surfaces in contact with potable water shall use approved non-toxic

materials only.

ESR shall be designed for wind load, seismic load, empty tank/full tank/partially

full tank conditions, and all applicable load combinations.

The above general specifications from Sr. No. 1 to 23 shall form part and

parcel of the tender/contract.

papers for works of R.C.C. E.S.R.

Note- New Description of Esr As per Updated GR of ESR Design guideline

of GWSSB Technical sell Letter જા.નં/ટે ક સેલ/ઈ.એસ.આર ડિઝાઈન

NOTE-RCC ESR CAP 2.80 LAKH LIT.CAP WITH 12 MTR HEIGHT (The

Contractor Will have to do the SBC & Design on their Own )

For 280000 Lit. Capacity

Cost of 200000 Lit. Capacity 1 Nos 3434044.02

Add above 200000 up to 500000 litres 80000 Lit 9.58

Item Description Quantity Unit Tender Rate Total Amount

Item Description Quantity Unit Tender Rate Total Amount

Estimate Of Rising Main & Gravity main PVC Pipeline 6 Kg/cm2

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 and central taxes,transportation,

freight charges, octroi, inspection charges, loading, unloading, conveyance to

the departmental stores and including cost of jointing meterial 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 3. Rate for PVC Resin as Rs. 91739/MT (Price

Exclusive of GST)

160 mm dia PVC/6 Kg/cm2 1668.00 Rmt 420.00

200 mm dia PVC/6 Kg/cm2 258.00 Rmt 665.00

Providing and supplying PVC Specials at store or site of work incl. freight, loading,

unloading, stacking, insurance & all taxes etc. Complete

P. V. C. Coupler (Moulded) - 160mm 6.00 No. 439.00

2 P. V. C. Coupler (Moulded) - 200mm 6.00 No. 678.00

P.V.C. Bend -6kg- 160mm 6.00 No. 1637.00

P.V.C. Bend -6kg- 200mm 6.00 No. 3244.00

P. V. C. Elbow (Moulded) - 160mm 6.00 No. 687.00

P. V. C. Elbow (Moulded) - 200mm 6.00 No. 1568.00

Excavation for pipeline trenches incl. all safety provision using site rails & stacking

excavatedstuff up to a lead of 90 Mts.,clearing the site etccomp.for lifts & strata as

A. in all sorts of soil and soft murrum 570.00 Cum 89.00

B, Hard Murrum 570.00 Cum 135.00

Lowering laying and jointing PVC pipes and specials of following class and diameters

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

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

code, etc. complete

160 mm dia Pvc 6 kg/ cm2 1650.00 Rmt 28.00

200 mm dia Pvc 6 kg/ cm2 250.00 Rmt 37.00

Refilling the pipeline trenches incl. Ramming, watering, consolidation, disposal of

surplus stuff as directed within a radius of 3.00 Kmts

Providing & supplying ISI mark CI D/F Sluice valves, butterfly valves & reflux valves of

following class and diameter including all taxes, insurance,Transportation, freight

charges, octroi, inspection charges, loading, unloading, conveyance to departmental

stores, stacking etc.complete

Sluice valve, PN-1 with hand wheel/cap operated

80 mm dia Sluice Valve 5.00 No. 2652.00

100 mm dia Sluice Valve 2.00 No. 3563.00

150 mm dia Sluice Valve 1.00 No. 5848.00

200 mm dia Sluice Valve 2.00 No. 9813.00

Providing & supplying ISI mark CI D/F Air valves of following class and diameter

including all taxes, insurance,Transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to departmental stores, stacking etc.complete

Air valve double ball flanged

50mm dia Air Valve 4.00 No. 2496.00

Lowering laying and jointing in position CI D/F Sluice valves, butterfly valves & reflux

8 valves, Air valve including cost of labour, jointing material, incl.nut bolts and giving

satisfactory hydraulic testing as per ISI code

Sluice valve, PN-1 with hand wheel/cap operated

80 mm dia Sluice Valve 5.00 No. 400.00

100 mm dia Sluice Valve 2.00 No. 439.00

150 mm dia Sluice Valve 1.00 No. 585.00

200 mm dia Sluice Valve 2.00 No. 742.00

Air valve double ball flanged

50mm dia Air Valve 4.00 No. 379.00

Construction of valve Chambers in brick bell,stone masonary,local available in cM 1:6

Foundatin concrete 150mm th.in CC 1:4:8 of trape metal size 25mm to 40mm th.inside

cement plaster in cm 1.:3 and concrete pointing out side in cM 1:3 and top cover of

precast RCC slab 100mm th.( with Key hole in two parts,each with handle or MS bar

etc.completed as given size) up to 1.0 mtr.depth frome G.L to pipr invert leve;

inc;.competed civil work but excl. cost of excavation and rifiling with cast in situ RCC

Slab in one single piece eith fixing of CI-MH frame cover ( excl.cost of CI-MH frame

cover) with 23 mm thick brick masonary wall in CM 1:6

Size of 0.60 x 0.60 x 1.0 m deep-do-with single piece 10cm with fixing M.H.Cover

Erection of airvalve riser by installing new M.S pipe of 6mm thick and 3.2mt length with

10 necessary fittings such as flamge of appropriate size, nut bolts and embedded the pipe 4.00 No. 3112.00

in R.C.C M:15 with offset of 10cm around pipe with necessary steel etc.complete

Proposed pipeline to exixting pipeline connection all neccessary execution of pits

11 cutting of pipe dewatering and making connection with existing line giving 9.00 No. 6954.00

satisfactory hydraulic testing etc competed

Item Item Description Quantity Unit Tender Rate Total Amount

Item Item Description Quantity Unit Tender Rate Total Amount

Construction of 2mtx 2mtx 3mt Pump Room

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose 4.07 Cum 121.72

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

1 useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) Hard 2.44 Cum 264.44

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

useful materials and disposing off the excavated stuff upto 50 Meter lead.(D) Soft 1.63 Cum 275.31

rock not requiring Blasting

Providing and laying cement concrete in C.C 1:3:6 hand broken stone aggregate

40mm nominal size and curing complete excluding cost of formwork in (A) Foundation

(i) Uncoursed Rubble Masonry with hard stone of approved quality in foundations and

3 plinth in Cement Mortar 1:6 (1-cement : 6-coarse sand including levelling up etc. 7.55 Cum 2561.00

complete (upto 10 ton)

Filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness

including watering, ramming and consolidating etc. complete. (upto 10 ton)

Precast concrete block masonry (including quoin blocks jamb blocks closer etc.) with

solid concrete blocks of approved size made of cement concrete 1:3:6 mix (1- Cement

: 3 coarse sand: 6- graded stone aggregates of 20 mm and down grade) in foundation

and plinth cement morter 1:6 (more than 10 ton)

Extra for masonry

and laying with precast

controlled concrete

concrete in superstructue

M.150 above plinth

and curing complete upto

the cost of formwork and reinforcement for reinforced concrete work in ©

Slabs,landing,shelves,Balconies Lintels, Beams, Girders and Cantilever upto floor two

Providing and laying controlled cement concrete M.150 and curing complete excluding

the cost of formwork and reinforcement for reinforced concrete work in ©

Slabs,landing,shelves,Balconies Lintels, Beams, Girders and Cantilever upto floor two

level.RCC Lintels

Providing and laying controlled cement concrete M.150 and curing complete excluding

the cost of formwork and reinforcement for reinforced concrete work in ©

Slabs,landing,shelves,Balconies Lintels, Beams, Girders and Cantilever upto floor two

level.RCC Chhajja

Providing and laying controlled cement concrete M.250 and curing complete excluding

the cost of formwork and reinforcement for reinforced concrete work in ©

Slabs,landing,shelves,Balconies Lintels, Beams, Girders and Cantilever upto floor two

Supplying, cutting, bending, binding and placing in position deformed bars steels or

10 steels confirming to ISS 1139 or ISS 1789, as per plan and design and as per ISS 0.86 Qtl 7320.80

2502 including cost of steel and binding wire, for lift up to 6mt height.

15mm thick Cement plastering in C.M 1:3 to stone or brick masonry including racking

out the joints and niru or cement finishing And 15mm thick Cement plastering on walls

11 upto height 10 metres above ground level consisting of 12mm thick backing coat of 78.14 Sqm 178.61

C.M 1:3 and 8mm thick finishing coat of C.M. 1:1 etc.complete.

(In Side & Out Side)

White washing with lime on wall surface (two coats) to give an even shade including

12 thoroughly booming the surface to remove all dirt, dust; mortar drops and other foreign 37.61 Sqm 12.57

Applying water proof cement paint to wall including cleaning, washing etc. smooth

surface 3 coats including one coat of primer.

50mm thick cement concrete flooring 1:2:4 with using black stone crushed metal of

14 to 20mm size including finishing, lining, curing etc.complete. 50 mm thick 8.82 Sqm 335.72

Providing and fixing iron doors, windows and cupboards, etc. including using the

12 frames of channels, angles and flats and M.S.Sheets as per design including riveting 143.80 Kg 72.00

or welding and fixing etc.complete including 3 coats of approved paints.

Providing, supplying and fixing ISI mark rigid unplasticized 6 kg/cm2 PVC pipes 90mm

dia. including all jointing materials, specials etc. complete.

Point wiring for Light/ Fan/ Bell/ Primary Point with 2-1.5 sq. mm & earthwire of 1.5 sq.

mm (green) both are of ISI marked 1.1kV grade FRLS PVC insulated multistrand

copper wires upto max length of 10mt, in below type of pipe erected with 6A Tissino

14 type ISI marked flush type switch/bell push and accessories erected on Metal/ 4.00 Point 280.00

PVC/Wooden Box covered with 3 mm thick PC (Polycarbonet)/ Acrylic sheet with

necessary Lamp holder/ ceiling rose/ H.D.Connector as directed.

( c ) with oval conduit/PVC casing capping double lock type erected flushed on

wall/ceiling complete

Item Item Description Quantity Unit Tender Rate Total Amount

Item Item Description Quantity Unit Tender Rate Total Amount

No. PUMPING MACHINERY

Monoset sub. pump 3 phase 400/440 vott, 50 c/s. A.C. Supply & 2900 RPM , following

IS 14220 MOC : Casing: CI-FG260, Impeller : Bronze & Shaft : SS:410

20 HP. with C.F. pump having discharging capacity of 1175 LPM against total head of

DOL / Star Delta starter suitable for local & remote pump control application consisting

of MPCB, overload relay and contactors as per Type II coordination including digital

2 voltmeter, analogue ammeter with selector switch, run hour meter, required protective

relays & control accessories.for 20 HP

S. D. from 16 to 20 HP

PVC insulated Flat submersible cable for sub pump as per Detail technical

3 specification as per GWSSB R.C. confirming to IS 694, IEC 60227/60228. 1R x 3C X 6 50.00 RMt 120.00

Supplying, Installation,testing & commissioning heavy duty APP type capacitor unit,

vacuum impregnated with non-PCB / non toxic oil, internally delta connected with built

4 in internal fuses complete with discharge resistances & terminal cover, rated for 440 V 4.00 KVAR 285.00

AC, 3 Phase, 50Hz as per IS - 13585 Part-1.AC Power supply with earthing terminals

and tese certificate.

Providing and supplying in standard length ISI mark high density Polyethylene H.D.P.E. Pipes

suitable for potable

water as per IS specification no. 4984/1995 including all local and central taxes, transportation,

freight charges,

5 octroi, inspection charges, loading, unloading, conveyance to the dept. stores etc. comp.

NOTE : (1) Rate for HDPE (PE-100) Pipe based on the rate of HDPE Resin as Rs. 121185/MT

(Price Without GST)

Lowering,laying and jointing HDPE Pipes and specials of following dia.( By butt fusion welding

6 method ) including cost of convence from stores to site of work at all level including cost of 9.00 RMt 45.00

louber, material given satisfatory hydalic testing. Comp

Installation of Indian Mark II H.P assembly as per Unicef Specification complete with carting,

lowering of 32 mm riser pipe as required.

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

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

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.

DHRAB PANI SAMITI

BREAK UP FOR INTERIM PAYMENTS

(CIVIL, MECHANICAL, INSTRUMENTATION & ELECTRICALWORKS)

Item Description of Items Percentage Payment to

a On receipt of materials at project site 65 % of Quoted rate

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

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 10 % of Quoted rate

a. Completion of Excavation & base slab 20 % of Quoted rate

b. On complestion of vertical wall up to plinth 20 % of Quoted rate

c. Full supporting structure incl.lintel and top slab 15 % of Quoted rate

d. On Completion of pump house incl. Doors

15 % of Quoted rate

e Plastering inside & outside with epoxy paint

15% of Quoted rate

etc.(comp. Of all respect)

f After Competion 15% of Quoted rate

4 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 incl. Column, ring

15 % of Quoted rate

beam and completion of top slab/dome

d. Plastering inside & outside with epoxy etc.

10 % of Quoted rate

e. Procurement and fixing of inlet, outlet,

washout, overflow pipes, valves, specials,

15 % of Quoted rate

chambers, lighting arrester conductor 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 10 % of Quoted rate

(Completed with all respect) including water

g. On hydraulic Testing 10 % of Quoted rate

5 Elevated Storage Reservoir

A On completion of excavation and Concreting up

10% of Quoted rate

B On completion of Full shaft and braces including 20% of Quoted rate

staircase up to bottom slab/ dome level

C Completion of bottom slab or dome vertical wall

or slant wall of container without top slab or 20% of Quoted rate

D Top slab or dome, staircase with RCC cabin and

10% of Quoted rate

E Completion of Plaster and hydraulic test 15% of Quoted rate

F Procurement and fixing of inlet, outlet,

washout, overflow pipe valves specials

10 % of Quoted rate

chambers, lighting arrester conductor and

specials at site

G Fixing above pipes, specials as directed 5 % of Quoted rate

H Water level indictor, painting of letters M.S

ladder pipe, railing and all miscellaneous items

such as paint in three coats etc ( Completed 10 % of Quoted rate

with all respect ) including water tightness test,

including commissioning

6 Valve chambers

a. On completion works as per approved drawings 100% of Quoted rate

7 Pumping Machinery

a. On receipt of materials on site. 75 % of Quoted rate

b. Fitting and Testing Completed with all respect. 25 % of Quoted rate

DHRAB PANI SAMITI

On a non-judicial stamp paper of Rs.300/-

I, ………………………………………………………… Aged, occupation service/

business/……………………………….…………………..…….., residing at

………………………………………………….. ……… , do hereby state on solemn affirmation and declare on

1. I say that I am working with name of the organization as Director/Partner/Proprietor/other designation, and am

duly authorized/competent person of the said name of the organization to do present affidavit on its behalf.

2. I say that the said name of the organization has submitted/upload tender/e-tender floated by the D.W.S.U.,

Water and Sanitation Management Organisation (WASMO), Kutch being tender/E-tender ID

………………………….. for the work of (Name of Work)

3. I have read the terms and conditions of the said tender condition and I have understood the same and are

acceptable to me name of the organization.

4. I say that the details and particular given by name of the organization are true and correct. I state and declare that

the said name of the organization. Has not concealed and fact, details or particular and all the said facts, details

and particulars given by the said name of the organization are true correct and complete.

5. I say that if any particulars found to be incorrect or incomplete or misleading in any manner, the WASMO shall

have full authority to cancel the tender at any point of time and the name of the organization shall be liable for

all the consequences that may arise out of the action of the WASMO.

6. I say that I am aware that making wrong statement on affidavit is a punishable offence.

7. I hereby declare that our firm is not black listed by Government (State / Central), Board, Corporation, and

Government Undertaking / Organizations of state & central government including all Public Sector Units.

Solemnly affirmed on this ………… Day of …………………2026 at …………………………

Seal & Signature of

Notary (DEPONENT)