TENDER FOR EMPANELMENT OF CONTRACTOR FOR THE WORK OF RAINWATER RECHARGE SYSTEM (PERCOLATING WELL) IN DIFFERENT WARDS OF ALL ZONES IN AHMEDABAD MUNICIPAL CORPORATION

(4) Technical Bid Opening Dt. 27.03.2026 at 17.00 Hrs

Municipal Commissioner

Ahmedabad Municipal Corporation

Sardar Patel Bhavan

Ahmedabad – 380

Gujarat (INDIA)

AHMEDABAD MUNICIPAL CORPORATION

BILL OF QUANTITIES

General Instruction for the BOQ

1. The Bill of Quantities shall be reading conjunction with the Instruction to Bidders, Conditions of

Contract, Technical Specifications.

2. The quantities given in the Bill of Quantities are estimated and provisional and are given to provide

a common basis for bidding. The basis of payment will be the actual quantities of work ordered and

carried out, at the rates in prices bid .

3. The rates in the priced bid ,provided under the Contract, include all constructional plant, labour,

supervisions, materials, all temporary works and false works, erection, maintenance, establishment

and overhead charges, profit, any taxation and levies, octroi and other charges together with all

general risks, liabilities and obligations set out or implied in the Contract and including remedy of

any defects during the Defects Liability Period.

4. The stipulated rates in BOQ are entirely in India Rupee Currency.

5. Rates shall be entered both in figures and words against total amount of Bill of Quantities.

5. Rates shall be entered both in figures and words against total amount of Bill of Quantities.

However, Items (for which rate has been provided) against which no quantity is entered will be

paid for by the Employer on actual measurement onsite when executed.

6. General directions and descriptions of work and materials are not necessarily repeated or

summarized in the Bill of Quantities. Reference to the relevant sections of the contract

documentation shall be made before quoting the bid against each item in the Bill of Quantities.

7. The method of measurement of completed work for payment shall be in accordance with the BOQ.

Detailed technical specification for all the Items above shall be relevant to PWD manual general material

specification therein during the construction period of the contract. Contractor should adhere to the

specifications and same shall be considered as the tender document.

Incase of any discrepancy the decision of engineer in-charge shall be considered as final.

In case of any dispute the decision of City Engineer shall be considered as final.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

EMPANELMENT OF CONTRACTOR FOR THE WORK OF

RAINWATER RECHARGE SYSTEM (PERCOLATING WELL) IN

DIFFERENT WARDS OF ALL ZONES IN AHMEDABAD

MUNICIPAL CORPORATION

Item Description Amount

1 Part-A Recharge Well

2 Part-B Recharge Filter

Signature of Contractor Additional City Engineer (DP)

Ahmedabad Municipal

Name Corporation

PRICE QUOTATION SHEET

Earnest Money Paid Rs. :

Technical Bid Opening Tender : 27/03/2026

Quoted Price in Rs.

I / We am / are willing to carry out work at _____________________ % above

/ below* percent (should be written in figures and words) of the estimated cost, as

mentioned above. Amount of my / our tender works out for Rs. ________________

(in figures) Rupees ____________________________________ (in words)

Estimated amount put to tender Rs. Estimated amount put to tender Rs.

Add ________ % above Rs. __________ Deduct ________ % below Rs. ___________

Total Rs. __________ Net Rs. ___________

Additonal City Engineer

Signature of Contractor

Ahmedabad Municipal

Company's Seal :

Drilling and Reaming of 300/250 mm dia. Pilot

1 bore by using bentonite poweder from 0.00 to Rmt. 120 938.76

130 mtrs. & 450mm dia reaming

2 charges for Electro logging for tubwell Job 1 15805.8

3 Charges for mud cutting disposabal by tanker Job 1 39514.50

day to day from site without staging at site and

4 Supply of Cement M 1 6529.87

5 Labour charges for Cement Sealing. Job 1 13752.93

6 Supply of Grawell of selected size 4.75mm to Cmt. 17 2102.36

7 Supply of Clay Balls having size of 25mm to Cmt. 8 778.15

8 Lowering of 90mm dia drop line to Devlop Mtr. 120 152.32

each water bering Zone came across upto the

depth of tubwell (size 200/250/300 mm dia

depth more than 130mt.) for devlopment of

tubwell by Air compressor.

9 900 CFM/200 PSI Air Compressor should run LS 1 32691.82

minimum for six hrs or upto availabilty of sand

10 150mm Upvc casing pipes having min 7mm Rmt. 60 2336.00

wall thickness with square edge finish

conforming to IS 12818:2010 and ISI marked

With Thread length 63mm suitable size

150mm Upvc casing 1.5mm to 2mm slotted

filteration stainer pipe having (Heavy) min

11 7mm wall thickness with square edge finish Rmt. 60 2439.97

conforming to IS 12818:2010 and ISI marked

With Thread length 63mm suitable size

12 Clamp made from M.S. plate with 3 holes on No 1 1146.06

each side with nuts & bolts of standerad make

and suitable to 150mm

dia pipe size 150mm X 100mm X 20mm.

13 Civil Chamber Work and V-Wire Filter 12" x 6" No 1 125000.00

(As per Drawing)

14 Site cleaning and mudpit making and final site Job. 1 40000.00

cleaning charges

Percolated Borewell / Total Amount (Without GST) A=

Percolated Borewell / Total Amount (Without GST) A=

Signature of Contractor Additional City Engineer (DP)

Name Ahmedabad Municipal Corporation

1 Demolition of Brick work and stone masonry cu.m 2 544.95

including stacking of serviceable materilas and

disposalofunserviceablematerialswithall leadand

lift.(ii) In Cement Mortar.(SOR FOR Building work

ahmedabad city -YEAR:-2023-24 , Item Code - 20003B,

ItemNo. 20.11 p-140)

2 Demolition including stacking of serviceable materilas cu.m 2 1047.38

and disposal of unserviceable materials with all lead and

lift. (i) R.C.C. work (SOR FOR Building work ahmedabad

city -YEAR:-2023-24 , p-140)

3 Excavation for pipe line 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

specified. upto-1.5 mt depth(GWSSB SOR 2022-23 Sec-B

Item.no.1.A.1 pg.32 )

(a) For depth 0.0 to 1.5 m Cmt 4 89.00

(b) For depth 1.5 to 3.0 m Cmt 1 98.00

4 Conveyance RATE PER UNIT FOR SPECIAL LEAD UPTO 5 Cmt 5.53 100.44

KM (A) Lime ,murrum,building rubbish,earth,manure or

sludge & execavated rock and rubbish 2. Earth (3.2.1 A)

Statement-5 (Ahemdabad Distric Road Building Bridge

SOR 2023-24) page E-F)

5 Manufacturing, testing, supplying, loading, transporting Rmt. 5 755.00

to work site, unloading. RCC pipe in OPC Cement of

following class with Socket and spigot joints as per IS458

-2021 including EPDM Rubber ring as per IS5382-1985

etc. comp. As Directed by Engineering in charge. RCC

NP3 Pipe 300 mm (GWSSB SOR 2022-23, Sec.- 1 & 2.A-

Material, Item No.10.1.E, Page No. 15)

6 Constructing Bombay Pattern Type Catch Pit No 2 3125.00

of size 0.6 mt. x 0.6 mt. depth upto 1 mt.

including excavation, B.B.C.C. (1:5:10),

cms thick brick masonary wall in the Prop. Of

CM (1:6) with 40 mm thick IPS flooring in

the prop M15 at bottom and 15 mm thick

cement plaster inside the catch pit in the

proportion of CM (1:3) without jali etc. comp.

as directed. (AMC ,SOR,SOR - (Jan. 2016) Rates for work

of Drainage / SWD pipe line

7 CatchPit Jali Fixing P/F FRC catch pit jali No 2 1383.92

with frame 600 mm x 600 mm clear opening

etc. comp. As directed by Engineer in charge (AMC

,SOR,SOR - (Jan. 2016) Rates for work of Drainage /

8 Providing and casting in situ C.C. in grade M-20 Cmt 2 5520.00

(proportions as per mix design or as per table9 of IS456

2000 in masses by weigh batching) using granite,

quartzite trap metal of size 6 mm to 20 mm for RCC

work,including scaffolding centering. formwork, needle

vibrated consolidation, curing complete up to 6 meter

depth or height (excluding cost of reinforcement and

neat finishing) with centering and

shuttering/deshuttering etc. complete for structure

other than water retaining Footing For Colunm or

Foundation (GWSSB SOR,2022-23, item no-5, Page no-

9 Making connection to the ex.M.H.in running sewer

incl. Dewatering and other required machinery etc. of

following dia pipes at any convenient time. All damaged

work shall be well repaired as per instructions. etc.

complete.(AMC ,SOR,ARC-2015-16)

a) 150mm dia to 300mm dia No. 1 1339.28

10 Labour work for fixing any kind of paving with cement Smt 3 69.64

pointing in CM 1:2, including watering, ramming etc

comp. as dir.For pavement I) Laying on Sand bedding as

per requirement to fix the C.C.Block /Paver Block /

Nibhada Stone in Line & Level (AMC ,SOR,SOR - (Jan.

2016) Rates for work of Drainage / SWD pipe line

11 Providing and Laying of Rubber Moulded Paver Block Smt 8 429.00

Grey/Coloured 60 mm thick, M-35 Grade of any size ;

shape (Usually Uni-Paver Blocks) using black trap good

quality aggragate of 20 mm nominal size for footpath,

parking areas, service lanes and other areas as

mentioned in the drawing / instruction of engineer in

charge. Cost includes formworks using rubber mould,

Rate providing and laying paver blocks as per required

grading and specification. The paver block shall be

mechanically compacted. The work of paving blocks shall

be executed in line and level by skill mason of flooring

work only. It should be laid in such a way that the no

cutting of the paver block to be necessary. if cutting of

paver block necessary then it should be cut by machine

only and carting. The finished surface of the paver block

shall have resonably good, plain finished. Paver blocks

shall be compacted and shall be relaid if necessary.

Gravel or such type of materials shall not be allowed for

production. Laying on 5 cms thick sand bedding.

12 Providing, laying, spreading and compacting graded

stone aggregate to wet mix macadam specification

including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by

tipper to site, laying in uniform layers in sub- base / base

course on well prepared surface and compacting with

vibratory roller to achieve the desired density as per

MoRTH clause 406.(AMC ,SOR,SOR - (Jan. 2016)

(A) Supply of WMM cmt 2 1022.08

(B) Laying of WMM cmt 2 113.50

13 Supplying cutting, bending, binding and placing in kg 19 77.50

position steel as per plan and design and as per ISS

including cost of steel and binding wire for

reservoirs/structures only including lift up to 6 m height

or depth below G.L. for all diameters Do - deformed

(TMT) bars confirming to relevant IS Fe - 500 grade

for all diameters. (GWSSB SOR 2022-23, Sec-C, Item no-

9.4, Page No-45)

Percolated Borewell / Total Amount (Without GST) B=

Percolated Borewell / Total Amount (Without GST) B=

Signature of Contractor Additional City Engineer (DP)

Name Ahmedabad Municipal Corporation