Providing and Laying Sewerage Network in TP-111, 505, 414 & 415 including Kathwada Gamtal with Trunkmain from TP-414 to 1800 mm dia existing Trunkmain near Odhav Vepari Mahamandal in East Zone of AMC area ( Re-Invite)

Providing and Laying Sewerage Network in TP-111,

414 & 415 including Kathwada Gamtal with Trunkmain

from TP-414 to 1800 mm dia existing Trunkmain near

Odhav Vepari Mahamandal in East Zone of AMC area

Volume II :- Financial Bid

Schedule of Quantities & Rates

(1) Date of download : www.tender.nprocure.com

(2) Last date of online Tender Submission : 18/03/2026 Upto 18.00 hours

(3) Last of Date of Submission of Tender Fees, : 19/03/2026 Upto 16.00 hours.

EMD & Other documents in hard copy at

AMC office by Speed Post or Registered

Post AD or Courier

(4) Date of Tender (Technical Bid) Opening : 19/03/2026 Upto 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

Date: Ahmedabad Municipal Corporation

Providing and Laying Sewerage Network in TP-111, 505, 414 &

including Kathwada Gamtal with Trunkmain from TP-414 to 1800 mm

dia existing Trunkmain near Odhav Vepari Mahamandal in East Zone of

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 59,69,867/-

Date of Opening of Tender :

Quoted Price in Rs. 59,69,86,761/-

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 (East Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :

PROVIDING AND LAYING SEWERAGE NETWORK IN TP-111, 505, 414 &

INCLUDING KATHWADA GAMTAL WITH TRUNKMAIN FROM TP-414 TO

MM DIA EXISTING TRUNKMAIN NEAR ODHAV VEPARI MAHAMANDAL IN EAST

ZONE OF AMC AREA

Sr. No. Component Amount (Rs.)

(1) Sewerage Network Scheme in TP-111, 505, 414 & 415

(Kathwada) in East Zone of AMC Area (Length-43.5 Km)

(2) Sewerage Trunkmain from TP-414 to 1800 mm dia Existing

Trunkmain near Odhav Vepari Mahamandal

(i) Sewerage Trunkmain from TP-414 to 1800 mm dia Existing

Trunkmain near Odhav Vepari Mahamandal (Length-9.2 Km.)

(ii) Pipe Pushing work for crossing 900 mm dia RCC NP4 pipe

by 1600 mm dia RCC NP4 pipe under Canal at two locations

(iii) Pipe Pushing work for crossing 900 mm dia RCC NP4 pipe

by 1600 mm dia RCC NP4 pipe under ONGC Line

(iv) Pipe Pushing work for Crossing 1200 mm dia RCC NP4 pipe

by 2000 mm dia RCC NP4 pipe for 36 mt. wide road

(v) 2700 mm dia 32 mm Plate thickness MS pipe pushing work

for Crossing 1800 mm dia RCC NP4 pipe by under

Ahmedabad-Kathalal NH-59

(3) Shifting of Utilities

(4) Providing & laying Sewerage Network in Kathwada Gamtal

and Tebli Para in East Zone of AMC area

Total Cost (1+2+3+4)

Signature of Contractor Addl. City Engineer (East Zone)

Name Ahmedabad Municipal Corporation

SCHEDULE OF QUANTITIES AND RATES

PROVIDING & LAYING SEWERAGE NETWORK SCHEME IN TP-111, 505, 415 & 415 (KATHWADA) IN EAST

ZONE OF AMC AREA

Item Description Qty Rate in Rs. Unit Amount

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 murrum

2 Providing bedding incl. ramming, watering,levelling,consolidating etc. 3925.00 329.00 m 3

as per standard and instruction of engineer incharge . As above with

required quality Sand brought from Outside including all lead

3 Extra rate over item of excavation of earth if excavation is to be done in 111055.00 18.04 m3

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

4 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.

5 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 code.

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

Item Description Qty Rate in Rs. Unit Amount

6 Providing & Constructing Precast RCC Manhole in RCC M-40 grade

Controlled concrete as per drawing, in OPC including excavation,

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 280.00 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 2.0m Depth 30.00 50843.00 No

(i) 1.5 dia x 3.0m Depth 11.00 69438.00 No

(i) 1.5 dia x 4.0m Depth 3.00 69388.00 No

7 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 :

of thickness 23 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

<= 1200 mm dia.

<= 1400 mm dia.

8 Providing and fixing F.R.C. MH seat cover incl. carting to the work site 12.00 2146.25 No.

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

9 Providing and casting in situ C.C. in grade M-20 (proportions as per mix 700.00 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

Item Description Qty Rate in Rs. Unit Amount

10 Supplying cutting, bending, binding and placing in position steel as per 42.00 77504.00 MT

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 diameters.

11 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) 18120.00 72.14 Smt.

12 Extra rate over item of excavation of earth for excavation of asphalt 7765.00 180.36 Smt.

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).

13 Providing, laying, spreading and compacting graded stone aggregate to 6475.00 1146.95 m3

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

14 Dismentaling of the existing structure including removing and stacking 360.00 886.05 m3

the dismentelled materials as and where directed (a) R.C.C Work

15 Construction of 150 mm thick un-reinforced plain cement concrete 1195.00 928.00 Sq.m

pavement with M - 25 grade of concrete including provision of

contraction, construction and longitudinal joints, joint filler, , sealant

primer, joint sealant, finishing to lines and grades as per drawing as per

MoRTH clause 602 over a 100 mm thick WMM with necessary

excavation/loosening and recompacting ground as per respective

MoRTH specification and as directed by engineerin charge

16 Refilling the pipeline trenches incl. ramming, watering, consolidating 353045.00 22.00 m3

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

17 Providing and erecting steel ventilating columns of 12.0 mt. height & 15 22.00 17278.21 No.

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

18 Shoring or timbering for trench with 50 mm thick planks and suitable 1320.00 71.00 Sq.m

size truts etc. complete.

19 Dewatering by pumping set of required capacity including temporary 27300.00 18.32 HP/hr

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.

Item Description Qty Rate in Rs. Unit Amount

21 Carting and recarting of materials such as murum, earth, kapchi, gravel,

brick bats, kankar, sand, debris etc. from the site to approved location,

including loading, unloading, stacking and spreading etc. complete.

22 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.

23 Dnlling of 900mm dia Horizontal borehole for 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 300 mm

Dia (For crossing ONGC pipeline)

Without Water main & with RCC Casing Pipe 90.00 17385.00 Rmt.

24 Drilling of 1300mm dia Horizontal borehole for water main 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

Without Water main & with RCC Casing Pipe 60.00 30143.00 Rmt.

Signature of Contractor Addl. City Engineer (East Zone)

Name Ahmedabad Municipal Corporation

Schedule of Quantities and Rates

Sewerage Trunkmain from TP-414 to 1800 mm dia Existing Trunkmain near Odhav Vepari Mahamandal

in East zone of AMC Area

Item Description Qty Rate in Rs. Unit Amount

01 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

02 Providing bedding incl. ramming, watering, levelling, consolidating 3390.00 329.00 m

etc. as per standard and instruction of engineer In charge . As above

with required quality Sand brought from Outside including all lead

03 Providing and casting situ cement concrete (1:4:8) bedding using 1235.00 3393.00 m

granite quartizite trap metal of size 25 mm to 40 mm including

consolidation, curing etc. complete.

04 Extra rate over item of excavation of earth if excavation is to be done 105005.00 18.04 m

in wet condition without resorting to pumping out incl. of bailing out

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

unloading. RCC pipe in OPC 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.

06 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.

07 Extra rate in above item for 3.0 mm thick T-rib type HDPE Lining to

be installed in the RCC pipe during manufacturing of RCC pipe by

vertical vibration casting process. The rate includes manufacturing,

supplying to factory site of RCC Pipe, installing in mould of RCC Pipe

including field jointing of liner as per specification. Liner should be

jointed and installed to correct line in the pipe as per direction and

guideline prescribed by manufacturer.

Item Description Qty Rate in Rs. Unit Amount

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 ISI code.

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

09 Providing & Constructing Precast RCC Manhole in RCC M-40 grade

Controlled concrete as per drawing, in OPC including excavation,

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 dia. Pipe(upto 4 m. depth)

(i) 1.2 dia x 2.0m Depth 5.00 39937.00 No

(ii) 1.2 dia - 2.01 to 2.99 m Depth 5.00 9034.00 Rmt.

(i) 1.2 dia x 3.0m Depth 14.00 51514.00 No

For 900 mm dia.pipe for any depth

(i) 1.5 dia x 2.0m Depth 4.00 50843.00 No

(i) 1.5 dia x 3.0m Depth 12.00 69438.00 No

(i) 1.5 dia x 4.0m Depth 42.00 69388.00 No

(i) 1.5 dia x 5.0m Depth 29.00 86302.00 No

(i) 1.5 dia x 6.0m Depth 1.00 98679.00 No

For 1200 mm dia.pipe for any depth

(i) 2.0 dia x 4.0m Depth 18.00 118741.00 No

(i) 2.0 dia x 5.0m Depth 10.00 120497.00 No

(i) 2.0 dia x 6.0m Depth 6.00 132989.00 No

(i) 2.0 dia x 7.0m Depth 36.00 152150.00 No

10 Providing and casting in situ C.C. in grade M-20 (proportions as per 70.00 5520.00 m

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

Item Description Qty Rate in Rs. Unit Amount

11 Supplying cutting, bending, binding and placing in position steel as 5.00 77504.00 MT

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 diameters.

12 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) 31450.00 72.14 Smt.

13 Extra rate over item of excavation of earth for excavation of asphalt 13480.00 180.36 Smt.

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).

14 Providing, laying, spreading and compacting graded stone aggregate 11235.00 1146.95 m

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

15 Refilling the pipeline trenches incl. ramming, watering, 328950.00 22.00 m3

consolidating disposal of surplus stuff as directed within a radius of

16 Providing and erecting steel ventilating columns of 12.0 mt. height & 41.00 17278.21 No.

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

17 Shoring or timbering for trench with 50 mm thick planks and suitable 116035.00 71.00 Sq.m

size truts etc. complete.

18 Construction of Cast in situ RCC Chamber in M 40 grade concrete

including Reinforcement of size 2.8 mt. x 2.8 mt. for 3.5 mt. height

from bottom of shaft & 1.5 mt. dia. Precast RCC machinehole in M-

40 grade concrete above Cast in situ chamber upto ground level

inculding excavation, refilling, transportation, providing & fixing

mm dia. extra heavy duty machinehole frame & cover ,inside zinc

epoxy paint , providing & fixing PVC foot steps etc. complete

Cast-in Situ RCC Chamber for 3.5 mt. heigth from Bottom of shaft

Item Description Qty Rate in Rs. Unit Amount

a) Base slab 330.00 8407.00 mt

c) Top slab 129.00 8407.00 mt3

(v) PVC Foot step 420.00 87.00 No.

(vi) Epoxy paint 1650.00 90.00 m

(vii) C.C (M-15) for Benching 90.00 4906.00 m

(viii) Refilling 4866.00 22.00 m3

Precast RCC Machinehole above Cast in situ chamber upto ground

(i) Conical Slab 21.00 8407.00 mt3

(ii) Precast RCC Panel 48.00 8277.00 mt3

(iii) TMT Fe-500D 8.00 77504.00 MT

(iv) Epoxy paint 494.00 90.00 m

(v) Hiring charges of Crane & labour for Pre cast Panel 30.00 2250.00 Nos.

(vii) FRC machinehole Frame and cover 30.00 2146.25 Nos.

(viii) PVC Foot step 381.00 87.00 Nos.

19 Conveyance charge of earth, lime, murrum, building 'rubbish, manual

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

20 Carting and recarting of materials such as murum, earth, kapchi,

gravel, brick bats, kankar, sand, debris etc. from the site to approved

location, including loading, unloading, stacking and spreading etc.

(ii) 5 to 10 Km lead 500.00 459.26 m

21 Dewatering by pumping set of required capacity including temporary 27300.00 18.32 HP/hr

platform carting pumping at site and fixing the same in position

including all accessories and fuel and labour etc. complete.

22 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.

Signature of Contractor Addl. City Engineer (East Zone)

Name Ahmedabad Municipal Corporation

Schedule of Quantities and Rates

Pipe Pushing work for crossing 900 mm dia RCC NP4 pipe by 1600 mm dia RCC NP4 pipe

under Canal at Two locations

Item Description Qty. Rate in Rs. Unit Amount

01 Laying 1.6 m. dia. RCC NP4 pipe (by Pushing method) 30.00 122985.00 Rmt.

of 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 grouting with

cement between two precast units after pushing

work is completed.

Item Description Qty. Rate in Rs. Unit Amount

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 in RCC 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 14.00 8213.00 m3

ii) Bottom Slab 14.00 8213.00 m3

iii) Wall 71.00 8083.00 m3

c) Reinforcement TMT Fe-500 12.38 77504.00 MT

04 Providing and applying Epoxy paint of approved make to 240.00 90.00 m2

concrete surface for RCC work or any other structure

including cleaning the surface by scrapping and air

blowers to the satisfaction of Engineer-in-charge

necessary scaffolding etc. complete with all leads and lifts

and giving satisfactory hydraulic test for water tightness

as per IS codes.

For new surface- Two coats

05 RCC precast M.H. Frame & Cover Manufacture, supply 4.00 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

06 Providing and fixing water tight construction or 23.00 330.00 Rmt

expansion joints 150 mm. dia. Wide thin ribbed PVC

07 Extra rate over item of excavation of earth for excavation 60.00 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

Item Description Qty. Rate in Rs. Unit Amount

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 -

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 Extra rate in above item for 3.0 mm thick T-rib type

HDPE Lining to be installed in the RCC pipe during

manufacturing of RCC pipe by vertical vibration casting

process. The rate includes manufacturing, supplying to

factory site of RCC Pipe, installing in mould of RCC Pipe

including field jointing of liner as per specification. Liner

should be jointed and installed to correct line in the pipe

as per direction and guideline prescribed by

RCC NP4 Pipe (OPC Cement)

11 Refilling the trenches incl. ramming, watering, 148.00 22.00 m3

consolidating desposal of surplus stuff as directed within

a radius of 3 km.

12 Providing and fixing plastic moulded reinforced steps 80.00 87.00 No.

'with 10 mm TOR steel bar with plastic polyproclene

(P.P.) material (vergin)etc complete.

Item Description Qty. Rate in Rs. Unit Amount

13 Conveyance charge of earth, lime, murrum, building

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

ash,'aggregate of any kind etc. complete.

(ii) 5 to 10 Km lead 98.00 459.26 m3

Signature of Contractor Addl. City Engineer (East Zone)

Company’s seal Ahmedabad Municipal Corporation

Schedule of Quantities and Rates

Pipe Pushing work for crossing 900 mm dia RCC NP4 pipe by 1600 mm dia RCC NP4 pipe

under ONGC Line

Item Description Qty. Rate in Rs. Unit Amount

01 Laying 1.6 m. dia. RCC NP4 pipe (by Pushing method) 25.00 71690.00 Rmt.

of 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 grouting with

cement between two precast units after pushing

work is completed.

Item Description Qty. Rate in Rs. Unit Amount

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 in RCC 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 7.00 8213.00 m3

ii) Bottom Slab 7.00 8213.00 m3

iii) Wall 36.00 8083.00 m3

c) Reinforcement TMT Fe-500 6.25 77504.00 MT

04 Providing and applying Epoxy paint of approved make to 120.00 90.00 m2

concrete surface for RCC work or any other structure

including cleaning the surface by scrapping and air

blowers to the satisfaction of Engineer-in-charge

necessary scaffolding etc. complete with all leads and lifts

and giving satisfactory hydraulic test for water tightness

as per IS codes.

For new surface- Two coats

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

06 Providing and fixing water tight construction or 23.00 330.00 Rmt

expansion joints 150 mm. dia. Wide thin ribbed PVC

07 Extra rate over item of excavation of earth for excavation 30.00 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

Item Description Qty. Rate in Rs. Unit Amount

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 -

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 Extra rate in above item for 3.0 mm thick T-rib type

HDPE Lining to be installed in the RCC pipe during

manufacturing of RCC pipe by vertical vibration casting

process. The rate includes manufacturing, supplying to

factory site of RCC Pipe, installing in mould of RCC Pipe

including field jointing of liner as per specification. Liner

should be jointed and installed to correct line in the pipe

as per direction and guideline prescribed by

RCC NP4 Pipe (OPC Cement)

11 Refilling the trenches incl. ramming, watering, 83.00 22.00 m3

consolidating desposal of surplus stuff as directed within

a radius of 3 km.

12 Providing and fixing plastic moulded reinforced steps 40.00 87.00 No.

'with 10 mm TOR steel bar with plastic polyproclene

(P.P.) material (vergin)etc complete.

Item Description Qty. Rate in Rs. Unit Amount

13 Conveyance charge of earth, lime, murrum, building

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

ash,'aggregate of any kind etc. complete.

(ii) 5 to 10 Km lead 56.00 459.26 m3

Signature of Contractor Addl. City Engineer (East Zone)

Company’s seal Ahmedabad Municipal Corporation

Schedule of Quantities and Rates

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

for 36 mt. wide road

Item Description Qty. Rate in Rs. Unit Amount

01 Laying 2.0 m. dia. RCC NP4 pipe (by Pushing method) 36.00 60620.00 Rmt.

of 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 grouting with

cement between two precast units after pushing

work is completed.

Item Description Qty. Rate in Rs. Unit Amount

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 in RCC 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 10.00 8213.00 m3

ii) Bottom Slab 10.00 8213.00 m3

iii) Wall 42.00 8083.00 m3

c) Reinforcement TMT Fe-500 7.75 77504.00 MT

04 Providing and applying Epoxy paint of approved make to 150.00 90.00 m2

concrete surface for RCC work or any other structure

including cleaning the surface by scrapping and air

blowers to the satisfaction of Engineer-in-charge

necessary scaffolding etc. complete with all leads and lifts

and giving satisfactory hydraulic test for water tightness

as per IS codes.

For new surface- Two coats

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

06 Providing and fixing water tight construction or 27.00 330.00 Rmt

expansion joints 150 mm. dia. Wide thin ribbed PVC

07 Extra rate over item of excavation of earth for excavation 40.00 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

Item Description Qty. Rate in Rs. Unit Amount

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 -

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 Extra rate in above item for 3.0 mm thick T-rib type

HDPE Lining to be installed in the RCC pipe during

manufacturing of RCC pipe by vertical vibration casting

process. The rate includes manufacturing, supplying to

factory site of RCC Pipe, installing in mould of RCC Pipe

including field jointing of liner as per specification. Liner

should be jointed and installed to correct line in the pipe

as per direction and guideline prescribed by

RCC NP4 Pipe (OPC Cement)

11 Refilling the trenches incl. ramming, watering, 106.00 22.00 m3

consolidating desposal of surplus stuff as directed within

a radius of 3 km.

12 Providing and fixing plastic moulded reinforced steps 40.00 87.00 No.

'with 10 mm TOR steel bar with plastic polyproclene

(P.P.) material (vergin)etc complete.

Item Description Qty. Rate in Rs. Unit Amount

13 Conveyance charge of earth, lime, murrum, building

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

ash,'aggregate of any kind etc. complete.

(ii) 5 to 10 Km lead 69.00 459.26 m3

Signature of Contractor Addl. City Engineer (East Zone)

Company’s seal Ahmedabad Municipal Corporation

Schedule of Quantities and Rates

2700 mm dia 32 mm Plate thickness MS pipe pushing work for Crossing 1800 mm dia RCC

NP4 pipe by under Ahmedabad-Kathalal NH-59

Item Description Qty. Rate in Rs. Unit Amount

01 Laying 2.7 m. dia. 32 mm plate thickness MS Pipe (by 55.00 53070.00 Rmt.

Pushing method) of 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

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 grouting with

cement between two precast units after pushing

work is completed.

Item Description Qty. Rate in Rs. Unit Amount

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 in RCC 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 13.00 8213.00 m3

ii) Bottom Slab 13.00 8213.00 m3

iii) Wall 81.00 8083.00 m3

c) Reinforcement TMT Fe-500 13.375 77504.00 MT

04 Providing and applying Epoxy paint of approved make to 240.00 90.00 m2

concrete surface for RCC work or any other structure

including cleaning the surface by scrapping and air

blowers to the satisfaction of Engineer-in-charge

necessary scaffolding etc. complete with all leads and lifts

and giving satisfactory hydraulic test for water tightness

as per IS codes.

For new surface- Two coats

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

06 Providing and fixing water tight construction or 39.00 330.00 Rmt

expansion joints 150 mm. dia. Wide thin ribbed PVC

07 Extra rate over item of excavation of earth for excavation 50.00 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

Item Description Qty. Rate in Rs. Unit Amount

08 Designing, Manufacturing MS pipe as well as MS

specials in accordance of IS:5822-1994 or its latest

edition in suitable lengths from MS plates (plates shall be

as per IS : 2062-1992 or its latest edition of Grade 'B'-Fe

410), as per IS : 3589-1991 or its latest edition including

cutting, bending of plates to the required shapes, welding

by Metal arc Welding, having joints with bevelled ends

including ultrasonic and Radiographic at random

including inside & outside zinc epoxy paint in two coats

including hydraulic testing and tolerances for outside

diameter of pipe shell. Circularity test as per IS : 3589-

1991 and all other required tests, carting to the site of

coating and unloading, stacking, etc. including all taxes,

duties, local taxes etc. complete, as required.

(i) 2700 mm finished Inside Diameter (FID) 32 mm thick 55.00 159220.00 Rmt.

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 Extra rate in above item for 3.0 mm thick T-rib type

HDPE Lining to be installed in the RCC pipe during

manufacturing of RCC pipe by vertical vibration casting

process. The rate includes manufacturing, supplying to

factory site of RCC Pipe, installing in mould of RCC Pipe

including field jointing of liner as per specification. Liner

should be jointed and installed to correct line in the pipe

as per direction and guideline prescribed by

RCC NP4 Pipe (OPC Cement)

11 Refilling the trenches incl. ramming, watering, 190.00 22.00 m3

consolidating desposal of surplus stuff as directed within

a radius of 3 km.

12 Providing and fixing plastic moulded reinforced steps 55.00 87.00 No.

'with 10 mm TOR steel bar with plastic polyproclene

(P.P.) material (vergin)etc complete.

Item Description Qty. Rate in Rs. Unit Amount

13 Conveyance charge of earth, lime, murrum, building

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

ash,'aggregate of any kind etc. complete.

Signature of Contractor Addl. City Engineer (East Zone)

Company’s seal Ahmedabad Municipal Corporation

Schedule of Quantities and Rates

Shifting of Utilities

Item Description Qty Rate in Rs. Unit Amount

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 against to finish properly

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.

Item Description Qty Rate in Rs. Unit Amount

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 instrucation of engg. In charge.

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.

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 Rs. Unit Amount

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 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)

(i) RCC Slab 100.00 5520.00 m3

(ii) RCC wall 100.00 6779.00 m3

13 Demolition and disposal of unserviceable materials with all 500.00 609.26 mt3

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

Signature of Contractor Addl. City Engineer (East Zone)

Name Ahmedabad Municipal Corporation

Schedule of Quantities and Rates

Providing & laying Sewerage Network in Kathwada Gamtal and Tebli Para in East Zone of AMC area

Item Description Qty. Rate Unit Amount

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 murrum

2 Providing bedding incl. ramming, watering, levelling, consolidating etc. 2980.00 329.00 m3

as per standard and instruction of engineer in charge . As above with

required quality Sand brought from Outside including all lead

3 Extra rate over item of excavation of earth if excavation is to be done in 1770.00 18.04 m3

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

4 Shoring or timbering for trench with 50 mm thick planks and suitable 15010.00 71.00 Sq.m

size truts etc. complete.

5 Providing and supplying of Class SN8 Structured Wall polyethelene

Piping systems (Pipe with online/offline coupler and elastomeric sealing

ring) with non-smooth External Annular Corrugated and Smooth

Internal Surfaces (Double Wall) for non-pressure underground

Sewerage & Drainage application as per EN:13476-3 (manufacture

with Anti-roadent Chemical) including all local and central taxes,

transportation, freight charges, octroi, inspection charges, loading,

unloading,conveyance to the departmental stores etc. complete. (ID Dia)

6 Lowering, laying and jointing of class SN 8 structured wall ( External

Annular Corrugated & Smooth Internal surface) Polyethylene Piping

and fittings with the help of coupler ( on line / off line ) attached with

one end of pipes, sliding over the elastomeric sealing rubber ring placed

on the specified valley of the corrugation at the spigot end, lowering the

same into the trench, laying on the lower bedding (constructed at

bottom of trenches) at prescribed gradient, depth & alignment, testing

the water tightness of the joints, ensuring the continuity tests of

specified pipe segments etc. complete as per drawing, specifications &

detailed engineering, including carriage of pipes & fittings from site

stacks to the place of laying etc. as per direction of Engineer-in-charge.

7 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 Unit Amount

8 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 code.

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

9 Providing & Constructing Precast RCC Machinehole 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 200 & 250 dia. Pipe (upto 3 m. depth)

(i) 0.9 dia x 2.0m Depth 14.00 36170.00 No

(ii) 0.9 dia - 2.01 to 2.99 m Depth 5.00 8208.00 Rmt.

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

(i) 1.2 dia x 2.0m Depth 152.00 39704.00 No

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 23 C.M, including Cantering & reinforcement (double

jali at 15 C.M c/c both way 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.

11 Providing and fixing F.R.C. MH seat cover incl. carting to the work site 10.00 2146.25 No.

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 above.

12 Providing and casting in situ C.C. in grade M-20 (proportions as per 315.00 5520.00 m3

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

13 Supplying cutting, bending, binding and placing in position steel as per 19.00 77504.00 MT

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 diameters.

Item Description Qty. Rate Unit Amount

14 Dismantling of the existing structure including removing and stacking 185.00 294.11 m3

the dismantled materials as and where directed (a) Stone Pavement

15 Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 615.00 501.60 Smt

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.

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) 2575.00 72.14 Smt.

17 Extra rate over item of excavation of earth for excavation of asphalt 1105.00 180.36 Smt.

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).

18 Providing, laying, spreading and compacting graded stone aggregate to 4785.00 1146.95 m3

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

19 Dismentaling of the existing structure including removing and stacking 5470.00 886.05 m3

the dismentelled materials as and where directed (a) R.C.C Work

20 Construction of 150 mm thick un-reinforced plain cement concrete 18235.00 928.00 Sq.m

pavement with M - 25 grade of concrete including provision of

contraction, construction and longitudinal joints, joint filler, , sealant

primer, joint sealant, finishing to lines and grades as per drawing as per

MoRTH clause 602 over a 100 mm thick WMM with necessary

excavation/loosening and recompacting ground as per respective

MoRTH specification and as directed by engineerin charge

21 Refilling the pipeline trenches incl. ramming, watering, consolidating 13905.00 22.00 m3

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

22 Demoliton and disposal of unserviceable materials with all lead and lift

i) Unreinforced cement concrete 500.00 609.26 m3

23 Demolition of following including stacking of serviceable material and

disposal of unserviceable materials with all lead and lift

i) Brick Work (Cement Mortar) 500.00 550.40 m3

Item Description Qty. Rate Unit Amount

24 Removing of existing pipeline incl. removal of specials, valves jointing

material including carting and stacking of removed materials from site

of work to the department store as directed excl. excavtion and

refilling.(PVC Pipe)

25 Removing of existing pipeline incl. removal of specials, valves jointing

material including carting and stacking of removed material from site of

work to the department store as directed excl. excavation and refilling.

26 Dismentling C.I. pipes, G.S.W. pipes and A.C. rainwater pipes with 50.00 74.77 Rmt.

fittings and clamps including stacking the materials with all lead and lift

(for any dia. of pipe)

27 Making connection to the ex. M.H. in running sewer incl. Dewatering

and other required machinery etc. of following dia pipe at any

convenient time. All damaged work shall be well repaired as per

instructions etc. complete.

(i) 150 mm to 300 mm dia. pipe 25.00 1352.68 No.

(ii) 400 mm to 600 mm dia. pipe 5.00 2254.46 No.

(iii) 700 mm to 900 mm dia. pipe 5.00 3156.25 No.

28 Dewatering by pumping set of required capacity including temporary 5460.00 18.32 HP/H

platform carting pumping at site and fixing the same in position r.

including all accessories, and fuel and labour etc. complete.

29 Conveyance charge of earth, lime, murrum, building 'rubbish, manual

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

30 Carting and recarting of materials such as murum, earth, kapchi, gravel,

brick bats, kankar, sand, debris etc. from the site to approved location,

including loading, unloading, stacking and spreading etc. complete.

31 Providing and operation dewatering Pump including fuel charges & 100.00 541.07 Shift

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 Addl. City Engineer (East Zone)

Name Ahmedabad Municipal Corporation