Providing & Laying 1200/1600/1800 mm dia. RCC NP4 Pipe by Micro tunneling from Dayavan Lake to connection point near Vastral Gam Talav starting chainage of 2200 mm dia. pipe laid under East NDMA Project in East Zone of AMC

(4) Date of e-Tender (Technical Bid) Opening : Dt. 02/05/2026 at 11.00 hours

Municipal Commissioner

Ahmedabad Municipal Corporation

Sardar Patel Bhavan

Ahmedabad – 380

Gujarat (INDIA)

Providing & Laying 1200/1600/1800 mm dia. RCC NP4 Pipe by Micro tunneling from

Dayavan Lake to connection point near Vastral Gam Talav starting chainage of

mm dia. pipe laid under East NDMA Project

in East Zone of AMC

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 1,34,90,990/-

Date of Opening of Tender :

Quoted Price in Rs. 134,90,98,969/-

I / We am / are willing to carry out work at _____________________ % above / below* percent (should be written in figures and

words) of the estimated cost, as mentioned above. Amount of my / our tender works out for Rs. ________________ (in figures)

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

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

Total Rs. __________ Net Rs. ___________

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Providing & Laying 1200/1600/1800 mm dia. RCC NP4 Pipe by Micro tunneling from Dayavan

Lake to connection point near Vastral Gam Talav starting chainage of 2200 mm dia. pipe laid

under East NDMA Project

in East Zone of AMC

Sr. No. Component Cost in Rs.

(i) Providing & Laying 1600/1800 mm dia. RCC NP4 Pipe by Micro

tunneling from Chainage 2110 mt. to connection point near

Vastral Gam Talav starting chainage of 2200 mm dia. pipe laid

under East NDMA Project. ( Main line )

(ii) Providing & Laying 1200 mm dia. RCC NP4 Pipe by Open

Excavation from Dayavan Lake to connection point of Proposed

Microtunneling of 1600 dia.

(iii) Providing & Laying 1600 mm /1800 mm dia. RCC pipe by Open

(iv) 2500 mm dia MS Pipe Pushing work for crossing 1800 mm dia

RCC NP4 Pipe under National Highway

(v) Shifting of Utility Work

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

(1) Providing & Laying 1600/1800 mm dia. RCC NP4 Pipe by Micro tunneling from Chainage 2110 mt.

to connection point near Vastral Gam Talav starting chainage of 2200 mm dia. pipe laid under East

NDMA Project. ( Main line )

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

01 GEOTECHNICAL INVESTIGATIONS AND SUBSOIL

1.1 Seismic Refraction Survey/ MASW Survey Conducting Seismic 5290.00 371.00 Rmt

Refraction Survey or Multi Channel Analysis of Surface Waves

(MASW) survey to determine stratigraphy along proposed route

i.e. soil, weathered rock, rock interfaces.Detection of faults,

fractures,shear zones etc., in the investigated area. For Seismic

Refraction Geophone spacing 5m and for MASW geophone

spacing of 2m is adequate. Test to be conducted using

channel signal enhancement type seismograph. Seismic Refraction

5m Geophone Spacing & for projects having a minimum length of

115 or MASW with 2m geophone spacing.

1.2 Electrical Tomography Conducting Electrical Tomography to 5290.00 258.00 Rmt

determine shallow stratigarphy along the route, presence of voids,

saturation zones, water table, and other geological features

having contrast in resistivity with the surrounding soils. Electrode

spacing 5 meters, minimum electrode spread of 60 electrodes.

1.3 Trial Bores for Sampling with lab testing etc., complete 465.00 2000.00 Rmt

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 5290.00 100.00 Rmt

Crossings Upto 30 M Width 3.00 44040.00 Crossings

Crossings for Road more than 30 mt. 3.00 88080.00 Crossings

03 TRACING BURIED MACHINEHOLE

Locating buried machineholes in all types of soil Conditions/ road 200.00 2000.00 Nos.

surfaces 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

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

04 TOPOGRAPHIC SURVEY:

Conducting topographic survey of the alignment of the proposed 5.290 15000.00 Km.

works using 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 recording the GLs and ILs of the existing sewers /

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

05 Construction of shaft by sinking method including cutting edge and

curb as per design, PCC M-15 bottom plug, RCC M-25 grade curb,

vertical wall, bottom slab & TMT Fe-500 D grade reinforcement,

PVC foot step, refilling, carting of extra earth (after construction of

RCC chamber inside shaft.) etc. complete. Depth to be considered

for payment shall be upto bottom of pipe + 0.5 m. from existing

ground/road level

(i) For 7 m x 5 m upto depth of 5 mt. 2.00 2358656.00 No.

(ii) Extra depth beyond 5 mt. depth upto 6 mt. depth 2.00 196987.00 Rmt.

(i) For 7 m x 5 m upto depth of 6 mt. 5.00 2555643.00 No.

(ii) Extra depth beyond 6 mt. depth upto 7 mt. depth 4.00 189361.00 Rmt.

(i) For 7 m x 5 m upto depth of 7 mt. 8.00 2745004.00 No.

(ii) Extra depth beyond 7 mt. depth upto 8 mt. depth 5.00 327211.00 Rmt.

Receiving Shaft

(i) For 5 m x 5 m upto depth of 4 mt. 1.00 1627591.00 No.

(ii) Extra depth beyond 4 mt. depth upto 5 mt. depth 1.00 175516.00 Rmt.

(i) For 5 m x 5 m upto depth of 5 mt. 1.00 1803107.00 No.

(ii) Extra depth beyond 5 mt. depth upto 6 mt. depth 1.00 176880.00 Rmt.

(i) For 5 m x 5 m upto depth of 6 mt. 5.00 1979987.00 No.

(ii) Extra depth beyond 6 mt. depth upto 7 mt. depth 3.00 175050.00 Rmt.

(i) For 5 m x 5 m upto depth of 7 mt. 9.00 2155037.00 No.

(ii) Extra depth beyond 7 mt. depth upto 8 mt. depth 6.00 228930.00 Rmt.

06 Excavating tunnel by Micro tunnel boring machine for installing

following diameter sleeve or carrier for Storm water line to

correct grade and alignment using slurry of mixed shields in any

type of strata including marshy land, soft clay, murrum, soft/hard

rock or boulders of any strength and hardness, dewatering etc.

including muck disposal from shaft to disposal point upto 10 Km.

lead etc. complete as per specifications and as directed by Engineer-

in-charge. (Clear distance between shafts shall measured for

1200 mm Dia Pipe-125 mm thickness 30.00 142588.00 lm

1600 mm Dia. Pipe-165 mm thickness 1240.00 166003.00 lm

1800 mm dia. Pipe-180 mm thickness 4050.00 187499.00 lm

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

07 Manufacturing and Supplying OPC Reinforced concrete jacking

pipe (Homogenous casting) conforming to jacking pipe standards

like JSWAS A-6, BS-5911, ASTM C-76, SS 183 or AS 1342 (Not

less than the strength requirement for NP4 class under IS

under three edge bearing test) with supplying and jointing MS

Collar etc. complete as per specification and as directed by

Engineer-in-charge.

(i) 1200 mm - 125 mm Thickness 30.00 19584.00 Rmt.

(ii) 1600 mm - 165 mm Thickness 1240.00 29466.00 Rmt.

(iii) 1800 mm - 180 mm Thickness 4050.00 37479.00 Rmt.

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

including Reinforcement of size 5.0 mt. x 3.0 mt. for 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 providing & fixing 560 mm dia. extra heavy duty

machinehole frame & cover ,inside cement plaster in C:M (1:3)

providing & fixing PVC foot steps etc. complete (At Location of

Cast-in Situ RCC Chamber upto 5 mt. depth

(i) Base slab 341.00 8407.00 mt3

(ii) Wall up to 6.0m 474.00 8277.00 mt3

(iii) Top slab 181.00 8407.00 mt3

(vi) PVC Foot step 377.00 87.00 No.

(viii)15 mm thick Inside Cement Plaster in CM 1 : 3 1190.00 183.04 m2

Precast RCC Machinehole for depth > 5 mt.

(i) Conical Slab 21.00 8407.00 mt3

(ii) Precast RCC Panel 43.00 8277.00 mt3

(iii) TMT Fe-500D 7.00 77504.00 MT

(iv) Hiring charges of Crane & labour for Pre cast Panel 31.00 3305.00 Nos.

(v) FRC machinehole Frame and cover 31.00 2146.25 Nos.

(vi) PVC Foot step 359.00 87.00 Nos.

09 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) 3083.00 72.14 Smt.

10 Extra rate over item of excavation of earth for excavation of 1321.00 180.36 Smt.

asphalt pavement/RCC of thickness upto 0.3 mt. (By any type of

breaker machine of RCC Cutter machine including cost of

operator, fuel, &transportation etc complete).

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

11 Providing, laying, spreading and compacting graded stone 1101.00 1146.95 3

aggregate to wet mix macadam specification including premixing

the Material with water at OMC in mechanical mix plant carriage

of mixed Material by tipper to site, laying in uniform layers in

subbase/ base course on well prepared surface and compacting with

vibratory roller to achieve the desired density as per MoRTH clause

12 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

13 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 IS5382-1985 etc.comp.As Directed by

Engineering in charge.

RCC NP3 Pipe with OPC Cement

300 mm dia. for Curb inlet 1860.00 747.00 Rmt.

14 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)

15 Constructing curb inlet with catch basin of size 0.75 x 0.75 m

depth upto 1.0 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 124.00 11370.00 No.

16 Refilling the pipeline trenches incl. ramming, watering, 2338.00 22.00 m3

consolidating disposal of surplus stuff as directed within a radius

17 Conveyance 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

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

18 Dewatering by pumping set of required capacity including 27293.00 18.32 HP/hr

temporary plaltform carting pumping at site and fixing the same in

position including all accessories and fuel and labour etc.

19 Making connection for Proposed pipe to existing pipe/ duct in 3.00 150000.00 No.

running sewer with all material, labour ,dewatering ,desilting

,excavation,backfilling etc complete as per site condition and as

directed by Engineer Incharge.

20 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) &

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 19.00 77504.00 MT

20 mm thick cement plaster with water proofing (1:3) 199.00 303.00 m2

Rubble Filling m

PVC water stops 132.00 330.00 Rmt.

21 Supplying, cleaning, cutting, bending, welding, fabricating, 2723.00 99.00 Kg.

erecting structural 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

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

(2) Providing & Laying 1200. RCC NP4 Pipe by Open Excavation from Dayavan Lake to

connection point of Proposed Microtunneling of 1600 dia.

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

1 Excavation for pipe line trenches etc. for all with shoring and

strutting if required as per required gradient and line including

safety provisions using site rails and stacking excavated stuff

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

for all lifts and strata as specified. In all sort of soils and soft

2 Extra rate over item of excavation of earth if excavation is to be 23152.00 18.04 m3

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

bailing out of water.

3 Providing bedding incl. ramming, watering, levelling 720.00 329.00 m3

consolidating etc. complete as per standard and instruction of

engineer in charge as above with required quality sand brought

from outside including all lead

4 Providing and casting situ cement concrete (1:4:8) bedding using 472.00 3393.00 m3

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

consolidation, curing etc. complete.

5 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

RCC NP3 Pipe with OPC Cement

300 mm dia. for Curb inlet 735.00 747.00 Rmt.

RCC NP4 Pipe with OPC Cement

1200 mm dia. Pipe 2110.00 9602.00 Rmt.

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

diameters in proper position, grade and alignment at all level as

directed by Engineer-in-charge including conveyance from

stores to site of work, labour, giving hydraulic testing as per lSI

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

300 mm dia. Pipe 735.00 119.00 Rmt.

1200 mm dia. Pipe 2110.00 440.00 Rmt.

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

7 Providing & Constructing Precast RCC Manhole in RCC M-40

grade Controlled concrete as per drawing, in OPC including

excavation, 80 mm thick P.C.C. in M-15, Reinforcement in

TMT-500, PVC Foot steps, Providing & fixing FRC Manhole

frame & cover complete etc.

For 1200 mm dia.pipe for any depth

(ii) 2.0 dia x 4.0m Depth 2.00 116166.00 No

(iii) 2.0 dia x 5.0m Depth 14.00 108547.00 No

(iv) 2.0 dia x 6.0m Depth 9.00 129283.00 No

(iv) 2.0 dia x 7.0m Depth 12.00 148113.00 No

8 Constructing Scrapper Slab Type M.H. Chamber of following

size incl. excavation, refilling, brick bats cement concrete

(1:5:10) of thickness 15 C.M., C.C. channel (1:2:4) of thickness

10 C.M., finished 15 mm thick cement plaster inside & outside

(only for shaft) in C.M.1:3, finishing with cement slurry, P/F

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

staggered Masonry in C.M. 1:5, RCC slab in CC 1 : 1.5 : 3 of

thickness 23 C.M, including Cantering & reinforcement (double

jalli at 15 C.M c/c bothway 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.

<= 2000 mm dia.

<= 2200 mm dia.

9 Extra rate over item of Constructing Scrapper Slab Type M.H.

Chamber of following size for constructing M.H. Chamber, per

1.00 Decimeter of additional depth or part there of etc.

complete. (inside) and depth from

For Pipe dia. <= 1400 mm

i) 2.0 m x 2.0 m Manhole depth from 4.0 to 5.0 m 50.00 801.69 DM

For Pipe dia. <= 1600 mm

i) 2.2 m x 2.2 m Manhole depth from 4.0 to 5.0 m 50.00 872.03 DM

For Pipe dia. <= 2000 mm

i) 2.6 m x 2.6 m Manhole depth from 6.0 to 7.0 m 50.00 1043.37 DM

For Pipe dia. <= 2200 mm

i) 2.8 m x 2.8 m Manhole depth from 6.0 to 7.0 m 50.00 1117.31 DM

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

10 Providing & Fixing F.R.C. MH seat cover including carting to 30.00 2146.25 Set

the work site 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 all round, 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 25 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.

11 Constructing curb inlet with catch basin of size 0.75 x 0.75 m

depth upto 1.0 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.

i) Curb inlet with catch basin 49.00 11370.00 No.

12 Providing and casting in situ C.C. in grade M-20 (proportions as 30.00 5520.00 m3

per mix design or as per table9 of IS456 2000 in masses by

weigh batching ) using granite, quartzite trap metal of size

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

13 Supplying cutting, bending, binding and placing in position steel 2.00 77504.00 MT

as per plan and design and as per ISS 2502 including cost of

steel and binding wire for reservoirs/structures. Do-deformed

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

14 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

a) Upto 0.2 meter thickness (By Manual) 7144.00 72.14 Smt.

15 Extra rate over item of excavation of earth for excavation of 3065.00 180.36 Smt.

asphalt pavement/RCC of thickness upto 0.3 mt. (By any type of

breaker machine of RCC Cutter machine including cost of

operator, fuel, &transportation etc complete).

16 Providing, laying, spreading and compacting graded stone 2555.00 1146.95 m3

aggregate to wet mix macadam specification including

premixing the Material with water at OMC in mechanical mix

plant carriage of mixed Material by tipper to site, laying in

uniform layers in subbase / base course on well prepared surface

and compacting with vibratory roller to achieve the desired

density as per MoRTH clause

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

17 Refilling the pipeline trenches incl. ramming, watering, 72465.00 22.00 m3

consolidating desposal of surplus stuff as directed within a

radius of 3 km.

18 Conveyance 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

(i) Upto 5.0 Km lead 3062.00 103.26 m3

19 Shoring or timbering for trench with 50 mm thick planks and 26000.00 71.00 Sq.m

suitable size truts etc. complete.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

(3) Providing & Laying 1600 mm /1800 mm dia. RCC pipe by Open excavation

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

1 Excavation for pipe line trenches etc. for all with shoring and strutting if

required as per required gradient and line including safety provisions

using site rails and stacking excavated stuff including up to all required

lead cleaning the site etc. complete for all lifts and strata as specified. In

all sort of soils and soft murrum.

2 Extra rate over item of excavation of earth if excavation is to be done in 3072.00 18.04 m3

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

3 Providing bedding incl. ramming, watering, levelling, consolidating etc. 166.00 329.00 m3

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

required quality Sand brought from Outside including all lead

4 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 IS5382-1985 etc.comp.As Directed by Engineering in charge.

RCC NP3 Pipe with OPC Cement

300 mm dia. for Curb inlet 240.00 747.00 Rmt.

RCC NP4 Pipe with OPC Cement

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 lSI code.

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

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 complete etc.

For 1200 mm dia.pipe for any depth

(i) 2.0 dia x 3.0m Depth 1.00 93092.00 No

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

7 Construction of RCC chambers of size in RCC M30 with Ordinary

Portland cement with TMT Fe-500 reinforcement,PCC150 mm thick in

M 15 , Plaster,cost of excavation, refilling and PVC foot steps including

providing RCC Slab in one single piece with Providing & fixing of FRC

(heavy duty) machinehole frame and cover etc. complete.

RCC Wall 261.00 8083.00 m3

RC.C. Top Slab 32.00 8213.00 m3

RC.C. Base Slab 42.00 8213.00 m3

d) TMT Fe-500 Reinforcement 35.00 77504.00 MT

e) 15 mm thick Inside Cement Plaster in CM 1 : 3 372.00 184.87 m2

f) FRC machinehole Frame and cover 4.00 2146.25 Nos.

g) Refilling 213.00 22.00 m3

h) PVC steps 96.00 87.00 Nos.

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

1.0 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.

i) Curb inlet with catch basin 16.00 11370.00 No.

9 Providing and casting in situ C.C. in grade M-20 (proportions as per mix 5.00 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

10 Supplying cutting, bending, binding and placing in position steel as per 1.00 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 Total Rate in Rs. Unit Amount in Rs.

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) 1755.00 72.14 Smt.

12 Extra rate over item of excavation of earth for excavation of asphalt 752.00 180.36 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 627.00 1146.95 3

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 Refilling the pipeline trenches incl. ramming, watering, consolidating 9423.00 22.00 3

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

15 Conveyance 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.

16 Making connection for Proposed pipe to existing pipe/ duct in running 1.00 150000.00 No.

sewer with all material, labour ,dewatering ,desilting

,excavation,backfilling etc complete as per site condition and as directed

by Engineer Incharge.

17 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 10.00 230.00 No.

16 mm dia. Bar 10.00 690.00 No.

20 mm dia. Bar 10.00 1323.00 No.

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

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

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

concrete surfaces curing etc. complete.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

(4) 2500 mm dia MS Pipe Pushing work for crossing 1800 mm dia RCC NP4 Pipe under

National Highway

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

01 Laying 2.5 m. dia. 20 mm Plate thickness MS pipe (by 50.00 53610.00 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 it 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 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) 2500 mm finished Inside Diameter (FID) 20 mm 50.00 92720.00 Rmt.

03 Manufacturing, testing, supplying, loading,transporting to

worksite,unloading, lowering in Pipe , 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

RCC NP4 Pipe (OPC Cement)

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

(5) 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 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.

(b) 450 mm dia NP3 class 100.00 1507.00 Rmt

(c) 600 mm dia NP3 class 100.00 2137.00 Rmt

(d) 900 mm dia NP3 class 100.00 3877.00 Rmt

(d) 900 mm dia NP4 class 100.00 6914.00 Rmt

02 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

03 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)

04 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.

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

05 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.

a) 150mm dia to 300mm dia 15.00 1352.68 No.

06 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.

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.

500 mm dia 50 323.74 Rmt.

600 mm dia 50 388.67 Rmt.

700 mm dia 50 498.69 Rmt.

07 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 25 586.16 No

b) 150 mm dia 25 856.70 No

c) 200 mm dia 25 991.96 No

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

08 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.

09 Labours charges for collecting specials from Municipals 250.00 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.

10 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

11 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.

12 Brickwork using common burnt clay building bricks having 250.00 4051.78 Cmt

crushing strength not less than 35 kg/sq.cm in foundation

and plinth in C.M. (1:5) (1 cement 5 Fine sand)

13 Providing plain faced 15mm thick cement plaster in cement 50.00 224.79 Smt

mortar 1:3 including racking out joints puring scaffolding

as per specification and finished with neat cement slurry as

and when required.

14 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) 20.00 739.46 No

b) upto 0.35 mt (@ Four Coarse) 20.00 1172.32 No

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

15 Demolition and disposal of unserviceable materials with all 250 609.26 m3

lead and lift.(i) Un reinforcement cement concrete

16 Demolition and disposal of stacking of serviceable

materials and disposal of unserviceable materials with all

(i) R.C.C work 250 1057.85 m3

17 Demolition of Brick work and stone masonary including 249.95 550.40 m3

stacking of serviceable materials and disposal of

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

18 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

19 Providing & Constructing Precast RCC Manhole in RCC M-

40 grade Controlled concrete as per drawing, in OPC

including excavation, 80 mm thick P.C.C. in M-15,

Reinforcement in TMT-500, PVC Foot steps, Providing &

fixing FRC Manhole frame & cover including inside epoxy

paint complete etc.

1.2 dia x 2.0m Depth 2 39937.00 No

1.2 dia - 2.01 to 2.99 m Depth 2 9034.00 Rmt.

1.2 dia x 3.0m Depth 2 51514.00 No

1.2 dia - 3.01 to 3.99 m Depth 2 10567.00 Rmt.

1.5 dia x 3.0m Depth 3 69438.00 No

1.5 dia - 3.01 to 3.99 m Depth 3 10680.00 Rmt.

1.5 dia x 4.0m Depth 3 69388.00 No

1.5 dia - 4.01 to 4.99 m Depth 3 12383.00 Rmt.

20 Constructing Scrapper Slab Type M.H. Chamber of

following size incl. excavation, refilling, brick bats cement

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

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

plaster inside & outside (only for shaft) in C.M.1:3,

finishing with cement slurry, P/F 4 mm dia M.S Steel

HDPE coated steps 35 cm c/c at 35 cm staggered Masonry

in C.M. 1:5, RCC slab in CC 1 : 1.5 : 3 of thickness

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.

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

<= 1200 mm dia.

21 Extra rate over item of Constructing Scrapper Slab Type

M.H. Chamber of following size for constructing M.H.

Chamber,per 1.00 Decimeter of additional depth or part

there of etc. complete. (inside) and depth from

For Pipe dia. <= 1000 mm

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

For Pipe dia. <= 1200 mm

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

22 Supplying, cleaning, cutting, bending, welding, fabricating, 2000 99.00 Kg

erecting structural 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 gentry girder, platform, stairs,

chequered plate for cable trench etc.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :