Providing and Laying Storm Water Disposal Network in Bopal and Ghuma (South West Zone) of AMC Area under NDMA

Providing and Laying Storm Water Disposal Network in Bopal

and Ghuma (South West Zone) of AMC Area under NDMA

Volume II :- Financial Bid

Schedule of Quantities & Rates

(1) Date of download Tender Documents : cure.com

(2) Last date of online Tender Submission : Dt. 16/09/2026 upto 18.00 hours

(3) Last Date of submission of Blank tender : Dt. 17/09/2026 upto 16.00 hours by Speed

document, EMD & Tender Fee and Other Post or Registered Post AD, by courier or

documents. Hand delivery.

(4) Date of e-Tender (Technical Bid) Opening : Dt. 17/09/2026 at 17.00 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 and Laying Storm Water Disposal Network in Bopal

and Ghuma (South West Zone) of AMC Area under NDMA

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 73,29,691/-

Date of Opening of Tender :

Quoted Price in Rs. 73,29,69,108/-

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 Additonal City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Tender Cost for Providing and Laying Storm Water Disposal Network in

Bopal and Ghuma (South West Zone) of AMC Area under NDMA

Sr. No. Component Amount (Rs.)

1 Providing and Laying Storm water disposal

network in South West zone of Bopal and

Ghuma Area of AMC

2 Pipe Pushing work for road Crossing

3 Shifting of Utilities

Total cost in Rs.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates For

Providing, Laying Storm Water Network in Bopal and Ghuma Area (Part-2_Connected to Ratan Lake / Ghuma

Lake / Exist. Storm Water Pipe near Manipur Godhavi

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

01 TOPOGRAPHIC SURVEY:

Conducting topographic survey of the alignment of the proposed works using 38.72 15000.00 Km.

Total Station equipment with DGPS Control points to capture topographic

features including manmade or natural features in a georeferenced manner

along and across the entire route of the works, including marking of all

societies with levels recording the GLs and ILs of the existing water supply,

sewerage & storm water network / machineholes; prepare and submit working

drawings with correct levels and the contractor’s preferred sewer route and

indicating the location of connecting machineholes/ lines to the Engineer for

02 Subsurface Utility Engineering (SUE) Survey

Conducting SUE Survey in a corridor of 4-10 meter width to detect buried

utilities like pipes, cables etc. in such corridor. Marking of detected utilities on

the map of corridor with information of locations and depths to the top of

various utilities detected. Onsite detection to be conducted using minimum

tools of Electronic Pipe Locator (EPL) and Ground Penetrating Radar (GPR).

GPR work to be conducted using 500MHz and 300MHz antenna for best

possible resolution and penetration. The specifications are SUE survey should

be in accordance with Code of Practice for Subsurface Utility Engineering

Suiting Indian Conditions - Guidelines & Specifications for Detection,

Verification & Depiction of Existing Subsurface Utility Data.

Along the Road, 10 m Wide Corridor 38720.00 100.00 Rmt

Crossings Upto 30 M Width 10.00 44040.00 Crossings

Crossings for Road more than 30 mt. 10.00 88080.00 Crossings

03 TRACING BURIED MACHINEHOLE

Locating buried machineholes in all types of soil Conditions/ road surfaces 100.00 2000.00 Nos.

including marking the estimated findings on the plan of the area, excavating to

expose the machinehole top and raising the covers to the existing road/ ground

level consistent with the specifications for machinehole construction, removal

and fixing of the frame and cover of the machineholes etc., complete as

directed by the Engineer

04 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 murrum

05 Extra rate over item of excavation of earth if excavation is to be done in wet 150515.00 18.04 3

condition without resorting to pumping out incl. of bailing out of water.

06 'Providing bedding incl. ramming, watering, levelling consolidating etc. 4955.00 329.00 m3

complete as per standard and instruction of engineer in charge as above with

required quality sand brought from outside including all lead

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

07 Manufacturing, testing, supplying, loading, transporting to worksite,

unloading. RCC pipe 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.

RCC NP3 Pipe with OPC Cement

300 mm dia. for Curb inlet 17550.00 747.00 Rmt.

600 mm dia. Pipe 8360.00 1909.00 Rmt.

900 mm dia. Pipe 12610.00 3537.00 Rmt.

1200 mm dia. Pipe 6165.00 5797.00 Rmt.

1400 mm dia. Pipe 2160.00 7454.00 Rmt.

1600 mm dia. Pipe 1680.00 11011.00 Rmt.

1800 mm dia. Pipe 1165.00 13420.00 Rmt.

2000 mm dia. Pipe 265.00 16563.00 Rmt.

2200 mm dia. Pipe 3355.00 20044.00 Rmt.

RCC NP4 Pipe with OPC Cement

900 mm dia. Pipe 70.00 6574.00 Rmt.

1200 mm dia. Pipe 120.00 9602.00 Rmt.

1600 mm dia. Pipe 365.00 17546.00 Rmt.

2200 mm dia. Pipe 670.00 24990.00 Rmt.

2400 mm dia. Pipe 2060.00 37370.00 Rmt.

08 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 lSI code.

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

300 mm dia. Pipe 17550.00 119.00 Rmt.

600 mm dia. Pipe 8360.00 228.00 Rmt.

900 mm dia. Pipe 12680.00 340.00 Rmt.

1200 mm dia. Pipe 6285.00 440.00 Rmt.

1400 mm dia. Pipe 2160.00 514.00 Rmt.

1600 mm dia. Pipe 2045.00 577.00 Rmt.

1800 mm dia. Pipe 1165.00 650.00 Rmt.

2000 mm dia. Pipe 265.00 803.00 Rmt.

2200 mm dia. Pipe 4025.00 972.00 Rmt.

2400 mm dia. Pipe 2060.00 1198.00 Rmt.

09 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 complete etc.

For 600 dia. Pipe (upto 4 m. depth)

(i) 1.2 dia x 2.0m Depth 272.00 38936.00 No

(ii) 1.2 dia x 3.0m Depth 9.00 50173.00 No

For 900 mm dia.pipe for any depth & For 600 dia. Pipe (more than 4 m.

(i) 1.5 dia x 2.0m Depth 248.00 50265.00 No

(ii) 1.5 dia x 3.0m Depth 33.00 58129.00 No

(iii) 1.5 dia x 4.0m Depth 2.00 67414.00 No

For 1200 mm dia.pipe for any depth

(i) 2.0 dia x 3.0 m depth 91.00 94945.00 No

(ii) 2.0 dia x 4.0 m depth 15.00 116166.00 No

For 1400 mm & 1600 mm dia.pipe for any depth

(i) 2.4 dia x 3.0m Depth 56.00 148215.00 No

(ii) 2.4 dia x 4.0m Depth 10.00 151020.00 No

(iii) 2.4 dia x 5.0m Depth 7.00 184622.00 No

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

10 Constructing Scrapper Slab Type M.H. Chamber of following size incl.

excavation, refilling, brick bats cement concrete (1:5:10) of thickness

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

C.M, including Cantering & reinforcement (double jalli at 15 C.M c/c

bothway 12 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.

<= 1600 mm dia.

<= 1800 mm dia.

<= 2000 mm dia.

<= 2200 mm dia.

11 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. <= 1400 mm

i) 2.0 m x 2.0 m Manhole depth from 4.0 to 5. 0 m 10.00 801.69 DM

For Pipe dia. <= 1600 mm

i) 2.2 m x 2.2 m Manhole depth from 4.0 to 5. 0 m 10.00 872.03 DM

For Pipe dia. <= 1800 mm

i) 2.4 m x 2.4 m Manhole depth from 4.0 to 5. 0 m 10.00 942.37 DM

For Pipe dia. <= 2200 mm

i) 2.8 m x 2.8 m Manhole depth from 4.0 to 5. 0 m 10.00 250.70 DM

12 Providing & Fixing F.R.C. MH seat cover including carting to the work site 64.00 2146.25 Set

etc. comp. directed. F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers and

Frames Cover : 728 mm dia. and 100 mm thick circular cover, 35.00 MT load

design, 100 x 2 mm MS flat allround, 16 mm dia plain round bar for lifting the

cover and should be fitted with plastic cups. frame : 560 mm dia clear

opening, outer size-888 x 888 x 175 mm. On the upper periphery of frame

x 3 mm wide MS flat should be well embed in concrete to protect the edges of

frame. FRC E.H.D.-35 manhole cover and frame described as above.

13 Constructing curb inlet with catch basin of size 0.75 x 0.75 m depth upto

m including excavation, refilling, 23 cms thick brick walls in CM (1:5) with

C.C. 1:4:8, 20mm thick cement plaster in CM (1:3) outside and 10 mm thick

inside cement plaster in CM (1:3), including perforated precast concrete Extra

heavy duty (EHD) 35 type frame & cover incl. carting to the work site &

fixing , Coping in M25, PVC foot steps etc. complete.

i) Curb inlet with catch basin 1170.00 11370.00 No.

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

14 Providing and casting in situ C.C. in grade M-20 (proportions as per mix 680.00 5520.00 m3

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

15 Supplying cutting, bending, binding and placing in position steel as per plan 41.00 77504.00 MT

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 diameters.

16 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) 98300.00 72.14 Smt.

b) Up to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter 98300.00 180.36 Smt.

machine including cost of operator, fuel, & transportation etc complete.

17 Providing, laying, spreading and compacting graded stone aggregate to wet 49150.00 1146.95 m3

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.

18 Construction of chambers in RCC M30 with Ordinary Portland cement with

TMT Fe-500 reinforcement, PCC150 mm thick in M 15,15 mm thick inside

cement plaster in C.M.1:3 and depth of chamber from G.L. to pipe invert

level including complete civil works and inclusive of the cost of of

excavation, refilling and PVC foot steps including providing RCC Slab in one

single piece with fixing of FRC (heavy duty) manhole frame and cover or

RCC 25 Precast slab in parts with key hole etc. complete.

RC.C. Top Slab 1170.00 8213.00 m3

RC.C. Base Slab 1170.00 8213.00 m3

d) TMT Fe-500 Reinforcement 529.74 77504.00 MT

e) 15 mm thick Inside Cement Plaster in CM 1 : 3 9461.00 176.58 m2

f) FRC Manhole 133.00 2146.25 Nos.

g) Refilling 5496.00 22.00 m3

h) PVC steps 1936.00 87.00 Nos.

19 Refilling the pipeline trenches incl. ramming, watering, consolidating 417345.13 22.00 m3

desposal of surplus stuff as directed within a radius of 3 km.

20 Conveyance charge of earth, lime, murrum, building 'rubbish, manual garbage,

sludge, excavated rock, fly ash,'aggregate of any kind etc. complete.

21 Shoring or timbering for trench with 50 mm thick planks and suitable size 58482.00 71.00 Sq.m

truts etc. complete.

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

22 Drilling of 1300mm dia Horizontal borehole for watermain pipeline

crossing under the road incl in all strata with required length incl fixing of

1200 mm dia RCC casing pipe with pushing etc complete for 600 mm dia

RCC Carrier pipe

Without Water main & with 1200 mm dia. RCC Casing Pipe 250.00 30143.00 Rmt.

23 Construction of Outlet structure in M30 grade Concrete including excavation,

PCC M 15, RCC Wall and base slab, TMT Fe500 Reinforcement, rubble

pitching, 40 mm thick flooring (1:2:4) & 20 mm thick plaster with water

proofing agent etc, complete.

RCC M 30 in OPC Cement

RC.C. Base Slab 108.00 8213.00 m3

40 mm thick cement concrete flooring 1:2:4 with water proofing 134.00 308.03 m2

TMT Fe-500 Reinforcement 25.00 77504.00 MT

20 mm thick cement plaster with water proofing (1:3) 204.50 303.00 m2

Rubble Filling 182.00 2278.00 m3

PVC water stops 117.00 330.00 Rmt.

24 Construction of Inlet structure in M30 grade Concrete including excavation,

PCC M 15, RCC Wall and base slab, TMT Fe500 Reinforcement, rubble

pitching, 40 mm thick flooring (1:2:4) & 20 mm thick plaster with water

proofing agent etc, complete.

RCC M 30 in OPC Cement

RC.C. Base Slab 54.00 8213.00 m3

40 mm thick cement concrete flooring 1:2:4 with water proofing 67.00 308.03 m2

TMT Fe-500 Reinforcement 15.00 77504.00 MT

20 mm thick cement plaster with water proofing (1:3) 65.00 303.00 m2

Rubble Filling 91.00 2278.00 m3

PVC water stops 44.00 330.00 Rmt.

25 CI Flap Gate of following Size : Cast Iron Wall thimble mounted flap gate as

per Jash Statndard, Flap Gate , with round Wall thimble, suitable for 5.0 m

seating type designwater head from IL of bottom of Gate Opening.

26 Supplying, cleaning, cutting, bending, welding, fabricating, erecting structural 5380.00 99.00 Kg.

steel in position irrespective of locations and levels as per drawing including

handling and transport etc. complete including applying two coats of primer

red oxide and two coats of approved quality of paint over it etc. complete as

directed for Flap gate.

27 Making connection to the ex.M.H.in running Storm 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.

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

28 Demolition and disposal of unserviceable materials with all lead and lift

i) Unreinforcement Cement Concrete 500.00 609.26 m3

29 Demolition including stacking of serviceable materials and disposal of

unserviceable materials with all lead and lift

30 Demolition of Brick work and stone masonry including stacking of 500.00 550.37 m3

serviceable materilas and disposal of unserviceable materials with all lead and

lift.(ii) In Cement Mortar.

31 Grouting with 1:3 cement mortar for anchor bolt pockets machine bases, pipe 10.00 3587.13 m3

sleeves, pocket holes etc. including roughening and cleaning of concrete

surfaces curing etc. complete.

32 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. complete .

12 mm Dia. Bar 20.00 263.00 No.

16 mm dia. Bar 20.00 786.00 No.

20 mm dia. Bar 20.00 1506.00 No.

33 Stitch core cutting by Hilti or Equivalent tools for up to all thick R.C.C.

structure including removal and disposal off all RCC material with all lead &

lift with all labour,Tools, machineries, required Scaffolding or platform etc.

complete as directed by engineer in charge.

a) 100 mm (4") Core dia. 20.45 5405.00 Rmt.

34 Dewatering by pumping set of required capacity including temporary plat 90000.00 18.32 HP/hr

form carting pumping at site and fixing the same in position including all

accessories and fuel and labour etc. complete.

35 Emptying out the storm water from Ghuma lake (O-8) and Ratan Lakes by 43350.00 18.32 HP/hr

pumping set of required capacity including temporary plaltform carting

pumping at site and fixing the same in position including all accessories and

fuel and labour etc. complete.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates

Pipe Pushing work for Crossing 900 mm dia RCC NP4 pipe by 1800 mm dia RCC NP4 pipe for

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

01 Laying 1.8 m. dia. RCC NP4 pipe (by Pushing method) of 50.00 45020.00 Rmt.

required length including open excavation for thrust bed

necessary form work, concreting, curing, vibrating

pushing etc. complete as per contractor's own design

approved by competent authority based on approved GAD

by competent authority.

The item includes

(a) Providing and laying M-25 grade for cast in situ

thrust bed and thrust wall with necessary

excavation with shoring and strutting, formwork,

curing, vibrating as per contractor's own design

approved by Authority.

(b) Providing and fixing TMT-Fe-500 bars including

thrust bed and thrust wall including supplying,

cleaning, cutting, bending and placing in position,

lapping, binding with 16 SWG soft iron wire

irrespective of locations and levels

(c) Providing front shield, intermediate shield,

jointing, jacking rigs, sliding channels spacers etc.

All the structural steel used except intermediate

shields will be ownership of contractor after

pushing work is completed.

(d) Pushing with hydraulic jack without disturbance to

pavement including all necessary excavation for

thrust bed and thrust wall, necessary shoring and

strutting required, necessary dewatering required if

any, excavation within the Pipe with all necessary

refilling upto ground level after pushing work

completed including carting of extra earth upto a

lead of 5 Kms. This also includes necessary labour

cost for pushing and including necessary cost of

hydraulic pipe and oil for hydraulic jacks including

necessary depreciation cost of jack.

(e) Applying 2 coats of approved quality epoxy

painting on precast units after casting work

completed including necessary groutings with

cement between two precast units after pushing

work is completed.

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

02 Excavation for trenches with shoring & strutting if

required as per required gradient and line including all

safety provision using site rails and stacking excavated

stuff including up to all required lead cleaning the site etc.

complete for all lift and strata as specified. In all sorts of

Soil and soft murrum.

03 Construction of chambers built inRCC M30 with OPC

cement with TMT Fe-500 reinforcement,PCC150 mm

thick in M 15,RCC M30 for wall, base slab and top 'slab,

including formwork etc. complete. Concrete 'work should

be fair finish.

i) Top Slab 10.35 8213.00 m3

ii) Bottom Slab 10.35 8213.00 m3

iii) Wall 36.80 8083.00 m3

c) Reinforcement TMT Fe-500 7.19 77504.00 MT

04 Providing plain faced 15mm thick cement plaster in 138.00 224.79 m2

cement mortar 1:3 including racking out joints puring

scaffolding as per specification and finished with neat

cement slurry as and when required.

05 RCC precast M.H. Frame & Cover Manufacture, supply 2.00 2146.25 No.

& Delivery at site of work precast RCC M.200 Frame &

cover suitable to drainage M.H. and as per type design

& Drawing including cost of reinforcement M.S. Angles

or Flat, curing mold work etc.

Heavy Duty Frame & cover suitable for 560 mm opening

06 Providing and fixing water tight construction or expansion 21.85 330.00 Rmt

joints 150 mm. dia. Wide thin ribbed PVC

07 Extra rate over item of excavation of earth for excavation 46.00 72.14 Sq.m.

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

08 Providing and supplying lSI Standard R.C.C. pipes (of

OPC) in standard lengths of following class and diameter

suitable Socket and Spigot joints including EPDM Rubber

Ring as per IS 5382-1985 including all taxes, insurance,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental stores,

stacking etc. complete. (IS - 458 -2021)

RCC NP4 Pipe (with OPC Cement)

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

09 Manufacturing, testing, supplying, loading,transporting to

worksite,unloading, lowering , laying & jointing RCC

NP4 pipe with Socket and spigot joints with ISI mark of

IS 458-2021 including EPDM Rubber ring as per IS 5382-

1985 etc.comp.As Directed by Engineering in charge

RCC NP4 Pipe (with OPC Cement)

10 Refilling the trenches incl. ramming, watering, 92.00 22.00 3

consolidating desposal of surplus stuff as directed within

a radius of 3 km.

11 Providing and fixing plastic moulded reinforced steps with 39.10 87.00 No.

10 mm TOR steel bar with plastic polyproclene (P.P.)

material (vergin)etc complete.

12 Conveyance charge of earth, lime, murrum, building

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

ash,'aggregate of any kind etc. complete.

Pipe Pushing work for Crossing 1200 mm dia RCC NP4 pipe by 2000 mm dia RCC NP4 pipe for

01 Laying 2.0 m. dia. RCC NP4 pipe (by Pushing method) of 50.00 47680.00 Rmt.

required length including open excavation for thrust bed

necessary form work, concreting, curing, vibrating

pushing etc. complete as per contractor's own design

approved by competent authority based on approved GAD

by competent authority.

The item includes

(a) Providing and laying M-25 grade for cast in situ

thrust bed and thrust wall with necessary

excavation with shoring and strutting, formwork,

curing, vibrating as per contractor's own design

approved by Authority.

(b) Providing and fixing TMT-Fe-500 bars including

thrust bed and thrust wall including supplying,

cleaning, cutting, bending and placing in position,

lapping, binding with 16 SWG soft iron wire

irrespective of locations and levels

(c) Providing front shield, intermediate shield,

jointing, jacking rigs, sliding channels spacers etc.

All the structural steel used except intermediate

shields will be ownership of contractor after

pushing work is completed.

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

(d) Pushing with hydraulic jack without disturbance to

pavement including all necessary excavation for

thrust bed and thrust wall, necessary shoring and

strutting required, necessary dewatering required if

any, excavation within the Pipe with all necessary

refilling upto ground level after pushing work

completed including carting of extra earth upto a

lead of 5 Kms. This also includes necessary labour

cost for pushing and including necessary cost of

hydraulic pipe and oil for hydraulic jacks including

necessary depreciation cost of jack.

(e) Applying 2 coats of approved quality epoxy

painting on precast units after casting work

completed including necessary groutings with

cement between two precast units after pushing

work is completed.

02 Excavation for trenches with shoring & strutting if

required as per required gradient and line including all

safety provision using site rails and stacking excavated

stuff including up to all required lead cleaning the site etc.

complete for all lift and strata as specified. In all sorts of

Soil and soft murrum.

03 Construction of chambers built inRCC M30 with OPC

cement with TMT Fe-500 reinforcement,PCC150 mm

thick in M 15,RCC M30 for wall, base slab and top 'slab,

including formwork etc. complete. Concrete 'work should

be fair finish.

i) Top Slab 11.50 8213.00 m3

ii) Bottom Slab 11.50 8213.00 m3

iii) Wall 39.10 8083.00 m3

c) Reinforcement TMT Fe-500 7.763 77504.00 MT

04 Providing plain faced 15mm thick cement plaster in 138.00 224.79 m2

cement mortar 1:3 including racking out joints puring

scaffolding as per specification and finished with neat

cement slurry as and when required.

05 RCC precast M.H. Frame & Cover Manufacture, supply 2.00 2146.25 No.

& Delivery at site of work precast RCC M.200 Frame &

cover suitable to drainage M.H. and as per type design

& Drawing including cost of reinforcement M.S. Angles

or Flat, curing mold work etc.

Heavy Duty Frame & cover suitable for 560 mm opening

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

06 Providing and fixing water tight construction or expansion 23.00 330.00 Rmt

joints 150 mm. dia. Wide thin ribbed PVC

07 Extra rate over item of excavation of earth for excavation 46.00 72.14 Sq.m.

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

08 Providing and supplying lSI Standard R.C.C. pipes (of

OPC) in standard lengths of following class and diameter

suitable Socket and Spigot joints including EPDM Rubber

Ring as per IS 5382-1985 including all taxes, insurance,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental stores,

stacking etc. complete. (IS - 458 -2021)

RCC NP4 Pipe (with OPC Cement)

09 Manufacturing, testing, supplying, loading,transporting to

worksite,unloading, lowering , laying & jointing RCC

NP4 pipe with Socket and spigot joints with ISI mark of

IS 458-2021 including EPDM Rubber ring as per IS 5382-

1985 etc.comp.As Directed by Engineering in charge

RCC NP4 Pipe (with OPC Cement)

10 Refilling the trenches incl. ramming, watering, 102.35 22.00 m3

consolidating desposal of surplus stuff as directed within

a radius of 3 km.

11 Providing and fixing plastic moulded reinforced steps with 39.10 87.00 No.

10 mm TOR steel bar with plastic polyproclene (P.P.)

material (vergin)etc complete.

12 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.

Pipe Pushing work for Crossing 1400 mm dia RCC NP4 pipe by 2200 mm dia RCC NP4 pipe for

01 Laying 2.2 m. dia. RCC NP4 pipe (by Pushing method) of 50.00 50400.00 Rmt.

required length including open excavation for thrust bed

necessary form work, concreting, curing, vibrating

pushing etc. complete as per contractor's own design

approved by competent authority based on approved GAD

by competent authority.

The item includes

(a) Providing and laying M-25 grade for cast in situ

thrust bed and thrust wall with necessary

excavation with shoring and strutting, formwork,

curing, vibrating as per contractor's own design

approved by Authority.

(b) Providing and fixing TMT-Fe-500 bars including

thrust bed and thrust wall including supplying,

cleaning, cutting, bending and placing in position,

lapping, binding with 16 SWG soft iron wire

irrespective of locations and levels

(c) Providing front shield, intermediate shield,

jointing, jacking rigs, sliding channels spacers etc.

All the structural steel used except intermediate

shields will be ownership of contractor after

pushing work is completed.

(d) Pushing with hydraulic jack without disturbance to

pavement including all necessary excavation for

thrust bed and thrust wall, necessary shoring and

strutting required, necessary dewatering required if

any, excavation within the Pipe with all necessary

refilling upto ground level after pushing work

completed including carting of extra earth upto a

lead of 5 Kms. This also includes necessary labour

cost for pushing and including necessary cost of

hydraulic pipe and oil for hydraulic jacks including

necessary depreciation cost of jack.

(e) Applying 2 coats of approved quality epoxy

painting on precast units after casting work

completed including necessary groutings with

cement between two precast units after pushing

work is completed.

02 Excavation for trenches with shoring & strutting if

required as per required gradient and line including all

safety provision using site rails and stacking excavated

stuff including up to all required lead cleaning the site etc.

complete for all lift and strata as specified. In all sorts of

Soil and soft murrum.

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

03 Construction of chambers built inRCC M30 with OPC

cement with TMT Fe-500 reinforcement,PCC150 mm

thick in M 15,RCC M30 for wall, base slab and top 'slab,

including formwork etc. complete. Concrete 'work should

be fair finish.

i) Top Slab 12.65 8213.00 m3

ii) Bottom Slab 12.65 8213.00 m3

iii) Wall 42.55 8083.00 m3

c) Reinforcement TMT Fe-500 8.482 77504.00 MT

04 Providing plain faced 15mm thick cement plaster in 161.00 224.79 m2

cement mortar 1:3 including racking out joints puring

scaffolding as per specification and finished with neat

cement slurry as and when required.

05 RCC precast M.H. Frame & Cover Manufacture, supply 2.00 2146.25 No.

& Delivery at site of work precast RCC M.200 Frame &

cover suitable to drainage M.H. and as per type design

& Drawing including cost of reinforcement M.S. Angles

or Flat, curing mold work etc.

Heavy Duty Frame & cover suitable for 560 mm opening

06 Providing and fixing water tight construction or expansion 25.30 330.00 Rmt

joints 150 mm. dia. Wide thin ribbed PVC

07 Extra rate over item of excavation of earth for excavation 57.50 72.14 Sq.m.

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

08 Providing and supplying lSI Standard R.C.C. pipes (of

OPC) in standard lengths of following class and diameter

suitable Socket and Spigot joints including EPDM Rubber

Ring as per IS 5382-1985 including all taxes, insurance,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental stores,

stacking etc. complete. (IS - 458 -2021)

RCC NP4 Pipe (with OPC Cement)

09 Manufacturing, testing, supplying, loading,transporting to

worksite,unloading, lowering , laying & jointing RCC

NP4 pipe with Socket and spigot joints with ISI mark of

IS 458-2021 including EPDM Rubber ring as per IS 5382-

1985 etc.comp.As Directed by Engineering in charge

RCC NP4 Pipe (with OPC Cement)

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

10 Refilling the trenches incl. ramming, watering, 117.30 22.00 m3

consolidating desposal of surplus stuff as directed within

a radius of 3 km.

11 Providing and fixing plastic moulded reinforced steps with 39.10 87.00 No.

10 mm TOR steel bar with plastic polyproclene (P.P.)

material (vergin)etc complete.

12 Conveyance charge of earth, lime, murrum, building

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

ash,'aggregate of any kind etc. complete.

Grand Total Rs.

Grand Total Rs.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

Shifting of Service lines and miscellaneous work

Item Description Qty Rate in Rs Unit Amount in Rs.

01 Manufacturing, testing, supplying, loading, transporting to

worksite, unloading, lowering, laying and jointing R. C. C.

pipes 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.

(a) 300 mm dia NP3 class 50.00 874.00 Rmt

(b) 450 mm dia NP3 class 50.00 1532.00 Rmt

(c) 600 mm dia NP3 class 50.00 2174.00 Rmt

(d) 900 mm dia NP3 class 50.00 3941.00 Rmt

(d) 900 mm dia NP4 class 50.00 6978.00 Rmt

02 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 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 (Below G.L)

03 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.

04 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

mt. lead and watering and compaction. Clearing the site. All

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

100 mm dia 50 64.93 Rmt.

150 mm dia 50 78.46 Rmt.

200 mm dia 50 94.69 Rmt.

250 mm dia 50 114.53 Rmt.

300 mm dia 50 137.97 Rmt.

350 mm dia 50 187.57 Rmt.

400 mm dia 50 209.21 Rmt.

450 mm dia 50 277.75 Rmt.

Item Description Qty Rate in Rs Unit Amount in Rs.

500 mm dia 50 323.74 Rmt.

600 mm dia 50 388.67 Rmt.

700 mm dia 50 498.69 Rmt.

05 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 against to finish properly

a) 100 mm dia 15 586.16 No

b) 150 mm dia 15 856.70 No

c) 200 mm dia 15 991.96 No

06 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.

07 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 instrucation of engg. incharge.

08 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.

b) 160 mm dia 50.00 267.20 Rmt

Item Description Qty Rate in Rs Unit Amount in Rs.

09 Removing silt from existing drainage line of any dia. meter 250.00 255.21 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.

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) 10.00 739.46 No

b) upto 0.35 mt (@ Four Coarse) 10.00 1172.32 No

11 Providing and operation dewatering Pump including fuel 250 541.07 Shift

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 machinery )

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :