Providing and laying 1200 mm. dia. pipeline by open excavation in the branch lines of Manekbaug to Anjali Cross Road i.e. Jivraj Cross Road, Bhimnath Mahadev Temple, Shraddha Kunj Cross Road, Prajapati Garden and Ganesh Kunj Society & 900 mm dia. Storm Water Line from Jivraj Cross Road to Malav Talav, Navrangpura Ward in West Zone of AMC area

Providing and laying 1200 mm. dia. pipeline by open excavation in the branch

lines of Manekbaug to Anjali Cross Road i.e. Jivraj Cross Road, Bhimnath

Mahadev Temple, Shraddha Kunj Cross Road, Prajapati Garden and Ganesh

Kunj Society & 900 mm dia. Storm Water Line from Jivraj Cross Road to

Malav Talav, Navrangpura Ward in West Zone of AMC area

Volume II: - Financial Bid

Section F: Schedule of Quantities & Rates

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

(2) Last date of online Tender Submission : Dt. 27/01/2026 upto 18.00 hours

(3) Last Date of submission of Blank tender : Dt. 28/01/2026 up to 16.00 hours by Speed

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

documents. Hand delivery.

(4) Date of e-Tender (Technical Bid) Opening : Dt. 29/01/2026 at 15.00 hours

Municipal Commissioner

Ahmedabad Municipal Corporation

Sardar Patel Bhavan

Ahmedabad – 380

Gujarat (INDIA)

Providing and laying 1200 mm. dia. pipeline by open excavation in the branch lines of

Manekbaug to Anjali Cross Road i.e. Jivraj Cross Road, Bhimnath Mahadev Temple,

Shraddha Kunj Cross Road, Prajapati Garden and Ganesh Kunj Society & 900 mm dia.

Storm Water Line from Jivraj Cross Road to Malav Talav, Navrangpura Ward in West

Zone of AMC area

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 3,60,544/-

Date of Opening of Tender :

Quoted Price in Rs. 3,60,54,407/-

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 and laying 1200 mm. dia. pipeline by open excavation in the branch lines

of Manekbaug to Anjali Cross Road i.e. Jivraj Cross Road, Bhimnath Mahadev

Temple, Shraddha Kunj Cross Road, Prajapati Garden and Ganesh Kunj Society &

mm dia. Storm Water Line from Jivraj Cross Road to Malav Talav, Navrangpura Ward

in West Zone of AMC area

Sr. No. Component Cost in Rs.

(I) Providing & Laying 1200 mm dia. Pipe From J/3A (Bhimnath

Mahadev temple) to Existing 3.0 mt. x 3.65 mt. RCC Box at

J/3 (Jivraj cross road) by Open excavation

(II) Providing & Laying 1200 mm dia. Pipe From J/11(Sharda kunj

Society) to Proposed 1800 mm dia pipe of Micro tunneling at

J/11A (Dharnidhar Derasar) by Open excavation

(III) Providing & Laying 1200 mm dia. Pipe From J/4A (Prajapati

Garden Cross road) to Proposed 1800 mm dia pipe of Micro

tunneling at J/4B (Nr. Ganesh kunj Society) by Open

(IV) Providing & Laying Storm Water line from Jivraj Cross Road

Junction No. J/3 to Malav Talav in AMC area

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates

(1) Providing & Laying 1200 mm dia. Pipe From J/3A (Bhimnath Mahadev temple) to Existing 3.0 mt. x

3.65 mt. RCC Box at J/3 (Jivraj cross road) by Open excavation

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 murrum

2 Extra rate over item of excavation of earth if excavation is to be done in 1295.00 18.04 m3

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

3 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 220.00 747.00 Rmt.

4 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)

5 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

(i) 2.0 dia x 3.0m Depth 14.00 94945.00 No

6 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

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 22.00 11370.00 No.

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

7 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) 3415.00 72.14 Smt.

8 Extra rate over item of excavation of earth for excavation of asphalt 1465.00 180.36 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).

9 Providing, laying, spreading and compacting graded stone aggregate to 1220.00 1146.95 m

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

10 Refilling the pipeline trenches incl. ramming, watering, consolidating 9075.00 22.00 m3

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

11 Carting 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.

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

i) Unreinforcement Cement Concrete 50.00 609.26 m3

13 Demolition including stacking of serviceable materials and disposal of

unserviceable materials with all lead and lift

14 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 .

(iii) 20 mm Dia. 10.00 654.00 No.

15 Grouting with 1:3 cement mortar for anchor bolt pockets machine 25.00 3587.13 m3

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

of concrete surfaces curing etc. complete.

16 Provide everything else required for diversion of flow by pumping

and/or bypassing and to maintain the sewerage system functioning

normal and managing the flow without any sur-charging, overflows etc.

during the desilting/rehabilitation works of the sewer to the satisfaction

of the Engineer in charge of the work.

RCC Single Span Duct of any size 30.00 870.22 Rmt.

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

17 Loosen, desilt and thoroughly clean and remove debris and objects such

as boulders, bricks etc., bacteriological slimes, roots, encrustations,

grease, carbonated deposits, etc. from the sewer line including disposal

of silt/debris/malba/ objects etc, including solidification of

silt/malba/debris for disposal to the dumping sites as per the direction

of the Engineer-in-charge.

RCC Single Span Duct of any size 30.00 5203.20 Rmt.

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

platform carting pumping at site and fixing the same in position

including all accessories and fuel and labour etc. complete.

19 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.

Additional City Engineer (Drainage Project)

Signature of Contractor

Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates

(2) Providing & Laying 1200 mm dia. Pipe From J/11(Sharda kunj Society) to Proposed 1800 mm dia pipe

of Micro tunneling at J/11A (Dharnidhar Derasar) by Open excavation

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 murrum

2 Extra rate over item of excavation of earth if excavation is to be done in 480.00 18.04 m 3

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

3 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 130.00 747.00 Rmt.

4 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)

5 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

(i) 2.0 dia x 3.0m Depth 5.00 94945.00 No

6 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

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 13.00 11370.00 No.

7 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) 1345.00 72.14 Smt.

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

8 Extra rate over item of excavation of earth for excavation of asphalt 580.00 180.36 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).

9 Providing, laying, spreading and compacting graded stone aggregate to 480.00 1146.95 m

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

10 Refilling the pipeline trenches incl. ramming, watering, consolidating 3435.00 22.00 m3

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

11 Carting 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.

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

i) Unreinforcement Cement Concrete 50.00 609.26 m3

13 Demolition including stacking of serviceable materials and disposal of

unserviceable materials with all lead and lift

i) R.C.C. Work 50.00 1057.85 m

14 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 .

(iii) 20 mm Dia. 10.00 654.00 No.

15 Grouting with 1:3 cement mortar for anchor bolt pockets machine 25.00 3587.13 m3

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

of concrete surfaces curing etc. complete.

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

platform carting pumping at site and fixing the same in position

including all accessories and fuel and labour etc. complete.

17 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.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates

(3) Providing & Laying 1200 mm dia. Pipe From J/4A (Prajapati Garden Cross road) to Proposed

mm dia pipe of Micro tunneling at J/4B (Nr. Ganesh kunj Society) by Open excavation

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 murrum

2 Extra rate over item of excavation of earth if excavation is to be done in 2345.00 18.04 m 3

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

3 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 230.00 747.00 Rmt.

4 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)

5 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

(i) 2.0 dia x 3.0m Depth 1.00 94945.00 No

(i) 2.0 dia x 4.0m Depth 7.00 116166.00 No

(i) 2.0 dia x 5.0m Depth 3.00 108547.00 No

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

6 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

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 23.00 11370.00 No.

7 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) 3300.00 72.14 Smt.

8 Extra rate over item of excavation of earth for excavation of asphalt 1415.00 180.36 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).

9 Providing, laying, spreading and compacting graded stone aggregate to 1180.00 1146.95 m

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

10 Refilling the pipeline trenches incl. ramming, watering, consolidating 12675.00 22.00 m3

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

11 Carting 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.

12 Shoring or timbering for trench with 50 mm thick planks and suitable 5550.00 71.00 m2

size truts etc. complete.

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

i) Unreinforcement Cement Concrete 50.00 609.26 m3

14 Demolition including stacking of serviceable materials and disposal of

unserviceable materials with all lead and lift

15 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 .

(iii) 20 mm Dia. 10.00 654.00 No.

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

16 Grouting with 1:3 cement mortar for anchor bolt pockets machine 25.00 3587.13 m3

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

of concrete surfaces curing etc. complete.

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

platform carting pumping at site and fixing the same in position

including all accessories and fuel and labour etc. complete.

18 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.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantitis and Rates For

Providing & Laying Storm Water Line from Jivraj Cross Road Junction No. J/3 to Malav Talav in

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 Extra rate over item of excavation of earth if excavation is to be done in 2655.00 18.04 m 3

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

3 'Providing bedding incl. ramming, watering, levelling consolidating etc. 170.00 329.00 m

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

with required quality sand brought from outside including all lead

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

unloading. RCC pipe of following class with Socket and spigot joints as

per IS 458 -2021 including EPDM Rubber ring as per IS 5382-1985 etc.

comp. As Directed by Engineering in charge.

RCC NP3 Pipe with OPC Cement

300 mm dia. for Curb inlet 390.00 747.00 Rmt.

900 mm dia. Pipe 800.00 3537.00 Rmt.

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)

300 mm dia. Pipe 390.00 119.00 Rmt.

900 mm dia. Pipe 800.00 340.00 Rmt.

6 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 900 mm dia.pipe for any depth.

(i) 1.5 dia x 2.0m Depth 9.00 50265.00 No

(ii) 1.5 dia x 3.0m Depth 9.00 58129.00 No

Item Description Qty Rate in Rs. Unit Amount

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

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

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

<= 1000 mm dia.

8 Providing & Fixing F.R.C. MH seat cover including carting to the work 4.00 2146.25 Set

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 allround, 16 mm dia plain

round bar for lifting the cover and should be fitted with plastic cups.

frame : 560 mm dia clear opening, outer size-888 x 888 x 175 mm. On the

upper periphery of frame 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.

9 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

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 26.00 11370.00 No.

10 Providing and casting in situ C.C. in grade M-20 (proportions as per mix 10.00 5520.00 m 3

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

11 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.

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) 1890.00 72.14 Smt.

13 Extra rate over item of excavation of earth for excavation of asphalt 810.00 180.36 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

Item Description Qty Rate in Rs. Unit Amount

14 Providing, laying, spreading and compacting graded stone aggregate to wet 675.00 1146.95 m3

mix macadam specification including premixing the Material with water at

OMC in mechanical mix plant carriage of mixed Material by tipper to

site, laying in uniform layers in subbase / base course on well prepared

surface and compacting with vibratory roller to achieve the desired

density as per MoRTH clause

15 Refilling the pipeline trenches incl. ramming, watering, consolidating 7885.00 22.00 m3

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

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

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

(i) Upto 5.0 Km lead 1260.00 103.26 m

17 Shoring or timbering for trench with 50 mm thick planks and suitable size 500.00 71.00 Sq.m

truts etc. complete.

18 Construction of Outlet structure in M30 grade Concrete including

excavation, PCC M 15, RCC Wall and base slab, TMT Fe500

Reinforcement, rubble pitching, 40 mm thick flooring (1:2:4) & 20 mm

thick plaster with water proofing agent etc, complete.

RCC M 30 in OPC Cement

RC.C. Base Slab 55.00 8213.00 m3

40 mm thick cement concrete flooring 1:2:4 with water proofing 70.00 308.03 m2

TMT Fe-500 Reinforcement 9.00 77504.00 MT

20 mm thick cement plaster with water proofing (1:3) 75.00 303.00 m2

Rubble Filling 95.00 2279.00 m3

PVC water stops 45.00 330.00 Rmt.

19 Supplying, cleaning, cutting, bending, welding, fabricating, erecting 690.00 99.00 Kg.

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 Flap gate.

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

i) Unreinforcement Cement Concrete 100.00 609.26 m3

21 Demolition including stacking of serviceable materials and disposal of

unserviceable materials with all lead and lift

22 Demolition of Brick work and stone masonry including stacking of 100.00 550.40 m3

serviceable materilas and disposal of unserviceable materials with all lead

and lift.(ii) In Cement Mortar.

23 Dismentaling tilesd of stone floors laid in mortar including stacking of 100.00 47.72 m2

serviceable materilas and disposal of unserviceable materials with all lead

Item Description Qty Rate in Rs. Unit Amount

24 Dewatering by pumping set of required capacity including temporary 10920.00 18.32 HP/hr

plateform carting pumping at site and fixing the same in position

including all accessories and fuel and labour etc. complete.

25 Stitch core cutting by Hilti or Equivalent tools for 600 to 800 mm thick 13.00 5700.00 Rmt.

R.C.C. structure including removal and disposal off all RCC material with

all lead & lift with all labour,Tools, machineries, required Scaffolding or

platform etc. complete as directed by engineer in charge.

a) 200 mm (8") Core dia.

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

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

concrete surfaces curing etc. complete.

27 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.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :