Providing & Laying Sewerage Network of Missing Lines in TP-54, 55, 228 & 236 in North West Zone of AMC area

(4) Date of Tender (Technical Bid) Opening : 30/10/2026 Upto 16.30 hours

Municipal Commissioner Multi Media Consultants Pvt. Ltd.

Ahmedabad Municipal Corporation 401, Shivalik Shilp,

Sardar Patel Bhavan Iskcon Cross Roads, S. G. Highway,

Ahmedabad – 380 001 Ahmedabad - 380

Gujarat (INDIA) Phone : (079)- 40399079 /

e-mail : [email protected],

website : mmcpl.co.in

AHMEDABAD MUNICIPAL CORPORATION

BILL OF QUANTITIES

A. General I nstruction for the BOQ

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

Conditions of Contract, Technical Specifications.

2. The bidder is advised to visit and examine the Site of Works and its surroundings and

obtain for itself on its own responsibility all information that may be necessary for

preparing the bid and entering into a contract for construction of the Works. The costs

of visiting the Site shall be at the bidders own expense. No claim in future for

unknown with the site by the bidder shall be granted in any case.

3. 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, as measured by the Contractor and verified

by the Engineer and valued at the rates and prices bid in the priced Bill of Quantities,

where applicable, and otherwise at such rates and prices as the Engineer may fix

within the terms of the Contract. Contractor shall not raise any claim for too less

or too more quantities executed by him. Quantity may vary with respect to BOQ

as well as place of work also may change cited in the tender.

4. The rates and prices Bid in the priced Bill of Quantities, except in so far as it is

otherwise, 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.

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

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

6. 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

7. The whole cost of complying with the provisions of the Contract shall be deemed to

have been included in the items provided in the priced Bill of Quantities.

8. 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.

9. The method of measurement of completed work for payment shall be in accordance

with the requirement as stated in the individual sections of the Technical

Specifications.

10. Contractor shall credit the material dismantled during the work in progress in AMC

store suggested by Engineer in charge of the work.

11. AMC reserves the right to decrease the scope of work or to incase of any condition.

AMC may start it after approval of competent authority.

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

general material specification there in during the construction period of the contract.

Contractor should adhere to the specifications and same shall be considered as the tender

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

(Drainage Project)

Date: Ahmedabad Municipal Corporation

Providing & Laying Sewerage Network of Missing Lines in

TP-54, 55, 228 & 236 in North West Zone of AMC area

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 42,89,016/-

Date of Opening of Tender :

Quoted Price in Rs. 42,89,01,667/-

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)

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

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

Total Rs. __________ Net Rs. ___________

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Tendered Cost for

Providing & Laying Sewerage Network of Missing lines in TP-54, 55, 228 &

in North West Zone of AMC area

Sr. No. Component Amount (Rs.)

(I) Providing & Laying Sewerage Network in Missing lines in TP-

54, 55, 228 & 236 in North West Zone of AMC area

(II) Shifting of Utilities

Total Cost (I+II)

Signature of Contractor Addl. City Engineer (Drainage Project)

Name Ahmedabad Municipal Corporation

SCHEDULES OF QUANTITIES AND RATES FOR

PROVIDING & LAYING SEWERAGE NETWORK OF MISSING LINES IN TP-54,

228 & 236 IN NORTH WEST ZONE OF AMC AREA

Item Description Qty. Rate in Rs. Unit Amount in Rs.

1 Excavation for pipe line trenches etc. for all with

shoring and strutting 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. In all sort of soils and soft

2 Providing bedding incl. ramming, watering,levelling, 7560.00 329.00 m3

consolidating etc. as per standard and instruction of

engineer incharge . As above with required quality

Sand brought from Outside including all lead

3 Providing and casting situ cement concrete (1:4:8) 450.00 3393.00 m3

bedding using granite quartizite trap metal of size

mm to 40 mm including consolidation, curing etc.

4 Extra rate over item of excavation of earth if 181750.00 18.04 m3

excavation is to be done in wet condition without

resorting to pumping out incl. of bailing out of water.

5 Manufacturing, testing, supplying, loading,

transporting to worksite, unloading. RCC pipe in

SRC Cement of following class with Socket and

spigot joints as per IS 458 -2021 including EPDM

Rubber ring as per IS 5382-1985 etc. comp. As

Directed by Engineering in charge.

Item Description Qty. Rate in Rs. Unit Amount in Rs.

6 Lowering, laying and jointing R. C. C. pipes of

following diameters in proper position, grade and

alignment at all level as directed by Engineer-in-

charge including conveyance from stores to site of

work, labour, giving hydraulic testing as per ISI

R.C.C. PIPES (At any Depth)

7 Providing & Constructing Precast RCC Manhole in

RCC M-40 grade Controlled concrete as per drawing,

in OPC including excavation, 80 mm thick P.C.C. in

M-15, Reinforcement in TMT-500, PVC Foot steps,

Providing & fixing FRC Manhole frame & cover

including inside epoxy paint complete etc.

For 300, 450 & 600 dia. Pipe(upto 4 m. depth)

(i) 1.2 dia x 3.0m Depth 781.00 51514.00 No

For 300,450 & 600 dia. Pipe (More than 4.0 mt.

depth) & for 900 mm dia.pipe for any depth

(i) 1.5 dia x 4.0m Depth 242.00 69388.00 No

(i) 1.5 dia x 5.0m Depth 42.00 98679.00 No

(i) 1.5 dia x 6.0m Depth 30.00 86302.00 No

(i) 1.5 dia x 7.0m Depth 12.00 131047.00 No

Item Description Qty. Rate in Rs. Unit Amount in Rs.

(i) 1.5 dia x 8.0m Depth 1.00 145518.00 No

8 Constructing Scrapper Slab Type M.H. Chamber of

following size incl. excavation, refilling, brick bats

cement concrete (1:5:10) of thickness 15 C.M., C.C.

channel (1:2:4) of thickness 10 C.M., finished 15 mm

thick cement plaster inside & outside (only for shaft)

in C.M.1:3, finishing with cement slurry, P/F 4 mm

dia M.S Steel HDPE coated steps 35 cm c/c at 35 cm

staggered Masonry in C.M. 1:5, RCC slab in CC 1 :

1.5 : 3 of thickness 23 C.M, including Cantering &

reinforcement (double jalli at 15 C.M c/c bothway

mm dia.) but excluding the cost of Manhole seat

cover etc. completed (Inside Clear, M.H. length

should be parallel to the flow

<= 1000 mm dia.

<= 1200 mm dia.

<= 1400 mm dia.

9 Extra rate over item of Constructing Scrapper Slab

Type M.H. Chamber of following size for

constructing M.H. Chamber,per 1.00 Decimeter of

additional depth or part there of etc. complete.

(inside) and depth from

For Pipe dia. <= 1000 mm

i) 1.6 m x 1.6 m Manhole depth from 4.0 to 5. 0 100.00 663.71 DM

ii) 1.6 m x 1.6 m Manhole depth from 6.0 to 7. 0 100.00 682.65 DM

For Pipe dia. <= 1200 mm

i) 1.8 m x 1.8 m Manhole depth from 4.0 to 5. 0 130.00 732.25 DM

ii) 1.8 m x 1.8 m Manhole depth from 6.0 to 7. 0 130.00 753.89 DM

Item Description Qty. Rate in Rs. Unit Amount in Rs.

For Pipe dia. <= 1400 mm

i) 2.0 m x 2.0 m Manhole depth from 4.0 to 5. 0 30.00 801.69 DM

ii) 2.0 m x 2.0 m Manhole depth from 6.0 to 7. 0 30.00 825.13 DM

iii) 2.0 m x 2.0 m Manhole depth from 8.0 to 9. 0 30.00 846.78 DM

10 Providing and fixing F.R.C. MH seat cover incl. 91.00 2146.25 No.

carting to the work site etc. comp. Directed.

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers

& Frames Cover: 728mmø & 100 mm thick circular

cover, 35.00MT load design,100 x 2mm MS flat all

round,16mm øplain round bar for lifting the cover &

should be fitted with plastic cups. Frame:560mm ø

clear opening, -888 x 888 x 175mm. On the upper

periphery off rame 25x3 mm wide MS flat should be

well embed in concrete to protect the edges off rame.

FRCE.H.D.-35 manhole cover & frame described as

11 Providing and casting in situ C.C. in grade M-20 1070.00 5520.00 m3

(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

12 Supplying cutting, bending, binding and placing in 65.00 77504.00 MT

position steel as per plan and design and as per ISS

2502 including cost of steel and binding wire for

reservoirs/structures. Do-deformed (TMT) bars

confirming to relevant IS Fe-500 grade for all

13 Extra rate over item of excavation of earth for

excavation of asphalt pavement/RCC of thickness

upto 0.2 mt. including demolishing the asphalt carpet,

metal, solling/cutting reinforcement etc. complete

with stacking the material as directed.

a) Upto 0.2 meter thickness (By Manual) 52190.00 72.14 Smt.

Item Description Qty. Rate in Rs. Unit Amount in Rs.

14 Extra rate over item of excavation of earth for 22370.00 180.36 Smt.

excavation of asphalt pavement/RCC of thickness

upto 0.3 mt. (By any type of breaker machine of RCC

Cutter machine including cost of operator, fuel,

&transportation etc complete).

15 Providing, laying, spreading and compacting graded 18640.00 1146.95 m3

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 subbase /

base course on well prepared surface and compacting

with vibratory roller to achieve the desired density as

per MoRTH clause

16 Refilling the pipeline trenches incl. ramming, 577725.00 22.00 m3

watering, consolidating disposal of surplus stuff as

directed within a radius of 3 km.

17 Providing and erecting steel ventilating columns of 56.00 17278.21 No.

12.0 mt. height & 15 cms. With C.I. ornamental cap

safely with the help of required capacity of hydra

crane or any type of required capacity of crane and

base fixed firmly with necessary foundation with one

coat of red lead oxide paint and one coat of any

approved color with 15 cms. dia. stoneware or R.C.C.

pipe connection with M.H. including excavation and

jointing as required etc. complete (As per drawing)

18 Shoring or timbering for trench with 50 mm thick 64900.00 71.00 Sq.m

planks and suitable size truts etc. complete.

19 Dewatering by pumping set of required capacity 136465.00 18.32 HP/hr

including temporary platform carting pumping at site

and fixing the same in position including all

accessories, and fuel and labour etc. complete.

20 Conveyance charge of earth, lime, murrum, building

'rubbish, manual garbage, sludge, excavated rock, fly

ash,'aggregate of any kind etc. complete.

Item Description Qty. Rate in Rs. Unit Amount in Rs.

21 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.

22 Making connection for Propose machinery to existing 3.00 150000.00 LS

pipe/ RCC shaft/ RCC chamber in running sewer

with all material, labour, dewatering, desilting,

excavation, backfilling etc complete as per site

condition and as directed by Engineer Incharge.

23 Fixing of Rebar on concrete structure for connection

with new structure using Hilti/Fischer or equivalent

technology including all labour,tools & tackels

temporary arrangement, saftey measures etc.

12 mm Dia. Bar 25.00 340.00 No.

16 mm dia. Bar 25.00 1021.00 No.

20 mm dia. Bar 25.00 1954.00 No.

24 Drilling of 900mm dia Horizontal borehole for 120.00 17385.00 Rmt.

watermain pipeline crossing under the road incl in all

strata with requried length incl fixing of 800mm dia

RCC casing pipe with pushing etc complete for

mm Dia (For crossing ONGC pipeline) (J/1731 to

Without Water main & with RCC Casing Pipe

Item Description Qty. Rate in Rs. Unit Amount in Rs.

25 Drilling of 1300mm dia Horizontal borehole for 200.00 30143.00 Rmt.

watermain pipeline crossing under the road incl in

all strata with required length incl fixing of

mm dia RCC casing pipe with pushing etc complete

for 450 and 600 mm Dia (For crossing ONGC

pipeline) (J/1752 to J/1950, J/0263 to J/0285, J/0285

Without Water main & with RCC Casing Pipe

Signature of Contractor Addl. City Engineer (Drainage Project)

Name Ahmedabad Municipal Corporation

SCHEDULES OF QUANTITIES AND RATES FOR

SHIFTING OF UTILITIES

Item Description Qty Rate in Unit Amount in

1 Providing And Jointing Stoneware Pipes Incl. Excavation

Up to 2 Mt. Refilling, Transporting Pipes To Work

Site, Unloading, Lowering In Trench, jointing material

Such As Cement, sand, Hemp Bitumen As Directed, Incl.

Watering The Trenches Spreading And Carting away Of

Surplus material as directed by engineer in charge.

2 Constructing B. P. type catchpit of size 0.6x0.6 depth up to 30.00 1220.00 No

0.75 mt including excavation, BBCC (1:5:10) 23mm thick

brick wall in CM (1:6) with 5 mm thick cement plaster

inside the catchpit in the proportion of CM (1:3) without

jali etc. complete.

3 P/F with lead joints the CI/MS fitting over cut ends of

existing C.I/M.S. Pipes by prior jute caulking pouring lead

and caulking agianst to finish properly

Item Description Qty Rate in Unit Amount in

4 Connecting the collapsed water supply pipe line of

following diameter as soon as possible bases, recovery

including all allied works like carting necessary pipe pieces

from owner stors, cutting the fractured ends to proper

shape, pumping out water working in wet condition,

working in at an instructured specific time of day or night

etc. complete in any length.

5 Labours charges for collecting specials from Municipals 500.00 21.64 Kg

store loading , transportation, unloading to the site, laying

and fixing CI specials inclusive of all jointing materials

like lead, spun etc.and labour, excavation re-filling and

nece. dewatering as per instruction of engg. incharge.

6 P/F hanging by any means to proper gradient to keep the

temporary PVC lines (6kg/Sq.cm) flowing the following

sizes of PVC pipes to maintain the drainage coming from

distant bunglows to the chamber which is open from all

sides causing collapse of flowing existing drainage

incoming line to MH and keeping the pit free from rubbish.

Item Description Qty Rate in Unit Amount in

7 Transporting from AMC store and laying spigot and

socket New DI pipe line DI-K-9 pipe of various classes

with CI/DI/MS specials of following diameters. Rate

includes excavation up to minimum 1.0 mt. depth from top

of pipe/as per requirement in any soil, refilling after laying

pipe, covering and temptation of carting surplus earth up to

30 mt. lead and watering and compaction. Clearing the

site. All Joint shall be made tight & leak free etc.comp.

8 Only Removing & Recover of existing CI/DI pipe line &

specials, removing any type of joint, carting it to the muni.

Stores as & where directed as per instruction of Engg. In

charge with excavation & refilling.

9 Removing silt from existing drainage line of any dia meter 200.00 283.00 Cmt

in running water and carting the same up to all lead and lift

as mention below etc. complete as per instruction of

engineer in charge.

Item Description Qty Rate in Unit Amount in

10 Repairing damaged M.H. and rasing M.H. up to road level

incl. removing damaged brick work and repairing by brick

masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing

C.I. steps and existing MH sheet cover, removing the

debris from MH and carting the same as directed.

a) upto 0.15 mt (@ Two Coarse) 15.00 739.46 No

b) upto 0.35 mt (@ Four Coarse) 15.00 1172.32 No

11 Dismentaling of tiled of Stonre flooring laid in mortar 200.00 47.72 m2

including stacking of servicable material with all leadand

12 Providing and casting in situ C.C. in grade M-20

(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

meter depth or height (excluding cost of reinforcement and

neat finishing) with centering and shuttering/deshuttering

etc. complete for structure other than water retaining

(i) RCC Slab 100.00 5520.00 m3

(ii) RCC wall 100.00 6779.00 m3

13 Demolition and disposal of unserviceable materials with 500.00 609.26 mt3

all lead and lift. (i) Unreinforcement cement concrete

14 Demolition of Brick work and stone masonry including 200.00 550.40 mt3

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift. (i) In cement

15 Demolition including stacking of serviceable materials and

disposal of unserviceable materials with all lead and lift

i) R.C.C Work 200.00 1057.85 mt3

Item Description Qty Rate in Unit Amount in

16 Providing and operation dewatering Pump including fuel 100.00 541.07 mt3

charges & operator Charges etc. as directed etc. comp.

(Shift for Eight Hour) (For Each Pump Set, No payment

should be allowed for non working condition of

Signature of Contractor Addl. City Engineer (Drainage Project)

Name Ahmedabad Municipal Corporation