Ganesh Chwokdi to Borsad Chowkdi Bridge End to RTO Office, Existing Underground Sewerage Line Shifting by Micro Tunneling., at Karamsad Anand Municipal Corporation

// SCHEDULE - B //

Name of Work :- Ganesh Chwokdi to Borsad Chowkdi Bridge End to RTO Office, Existing Underground Sewerage Line Shifting by Micro

Estimated Estimated Rates Total Amount

Estimated Estimated Rates Total Amount

but may Item of Work Unit According to

be more or estimated quantities

In Figure In Word

Conducting SUE Survey in a corridor of 4-6 meter

width to detect buried utilities like pipes, cables

etc. in such corridor. Marking of the 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

1 545.00 79.79 Nine and Seventy Rmt

to be conducted using 500MHz and 300MHz

antenna for best possible resolution and Nine Paisas Only

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'

Excavation of non-structural pits for pipe

jacking/ramrning purpose in soil inclusive of all Rupees Two

shuttering, strutting and shoring and maintaining Thousand Three and

2 1312.50 the shaft during construction operation and back 2003.84 Cmt

Eighty Four Paisas

filling the after the completion of work, For Shafts

upto 7.5X5m and upto a depth of 5m in all type

Excavation of non-structural pits for pipe

jacking/ramrning purpose in soil inclusive of all

shuttering, strutting and shoring and maintaining Thousand Four

3 273.00 the shaft during construction operation and back 2404.81 Hundred Four and Cmt

filling the after the completion of work, Beyond Eighty One Paisas

5m depth and upto 7.5mtr Only

Excavation of non-structural pits for pipe

jacking/ramrning purpose in soil inclusive of all

shuttering, strutting and shoring and maintaining Thousand Eight

4 75.00 the shaft during construction operation and back 2804.77 Hundred Four and Cmt

filling the after the completion of work, Beyond Seventy Seven Paisas

7.5m depth and upto 10mtr Only

Dewatering of pits or ground by dewatering Rupees Three

pumps inclusive of all consunnables, diesel, oil, Hundred Eighty

5 1000.00 petrol, & lubricants etc, and disposal of water. 383.80 HP HR

Three and Eighty

In all types of Soils

Providing a complete sewer bypassing system

including, but not limited to, developing a sewer

bypassing plan, developing a spill prevention and

emergency response plan, submitting and

obtaining approval from the Engineer-in-Charge

for the sewer bypassing plan and the spill

prevention and emergency response plan,

implementing the bypassing and spill prevention

and emergency response plan, providing

bypassing in accordance with the approved plans

throughout the duration of the Work including

furnishing labor, materials, equipment, and Rupees Forty Six

6 incidentals required to maintain continuous and Thousand Fifty Six No

reliable wastewater service in all wastewater lines

during construction, constructing and maintaining

temporary bypass sewers to maintain continuous

and reliable wastewater flow in all pipes,

including individual service connections, removing

and disposing off all offensive matter spilled

during the bypass pumping as per the

instructions of Engineer-in-Charge. In line with

the specifications prescribed in IndSTT•.201-

2022: code of Practice for Cured in Place Pipe

Technique suiting Indian Conditions: Appendix E

For manhole of pipes upto 300mm dia

Providing a complete sewer bypassing system

including, but not limited to, developing a sewer

bypassing plan, developing a spill prevention and

emergency response plan, submitting and

obtaining approval from the Engineer-in-Charge

for the sewer bypassing plan and the spill

prevention and emergency response plan,

implementing the bypassing and spill prevention

and emergency response plan, providing

bypassing in accordance with the approved plans

throughout the duration of the Work including

furnishing labor, materials, equipment, and

incidentals required to maintain continuous and Thousand Two

reliable wastewater service in all wastewater lines Hundred Ninety Six

during construction, constructing and maintaining Only

temporary bypass sewers to maintain continuous

and reliable wastewater flow in all pipes,

including individual service connections, removing

and disposing off all offensive matter spilled

during the bypass pumping as per the

instructions of Engineer-in-Charge. In line with

the specifications prescribed in IndSTT•.201-

2022: code of Practice for Cured in Place Pipe

Technique suiting Indian Conditions: Appendix E

For manhole of pipes upto 600mm dia

Making connection of drain or sewer line with

existing manhole including excavation of inlet

trench, placement of connecting pipe sections,

breaking into and making good the walls, floors

with cement concrete 1:2:4 mix (1 cement :

coarse sand: 4 graded stone aggregate 20mm

nominal size) cement plastered on both sides Rupees Eight

with cement mortar 1:3 (cement : 3 coarse sand) Thousand Six

8 2.00 finished with a floating coat of neat cement and 8681.96 Hundred Eighty One No

making necessary channels for the drain etc. and Ninety Six Paisas

backfilling the trench after manhole connection is Only

complete and surface restoration: In line with the

specifications prescribed in IndSTT:201-2022:

Code of Practice for Cured in Place Pipe Technique

Suiting Indian Conditions. Appendix D For pipes

100 to 230 mm diameter

Making connection of drain or sewer line with

existing manhole including excavation of inlet

trench, placement of connecting pipe sections,

breaking into and making good the walls, floors

with cement concrete 1:2:4 mix (1 cement :

coarse sand: 4 graded stone aggregate 20mm

nominal size) cement plastered on both sides Rupees Twelve

with cement mortar 1:3 (cement : 3 coarse sand) Thousand Six

9 1.00 finished with a floating coat of neat cement and 12689.64 Hundred Eighty Nine No

making necessary channels for the drain etc. and Sixty Four Paisas

backfilling the trench after manhole connection is Only

complete and surface restoration: In line with the

specifications prescribed in IndSTT:201-2022:

Code of Practice for Cured in Place Pipe Technique

Suiting Indian Conditions. Appendix D For pipes

250 to 300 mm diameter

Making connection of drain or sewer line with

existing manhole including excavation of inlet

trench, placement of connecting pipe sections,

breaking into and making good the walls, floors

with cement concrete 1:2:4 mix (1 cement :

coarse sand: 4 graded stone aggregate 20mm

nominal size) cement plastered on both sides Rupees Eighteen

with cement mortar 1:3 (cement : 3 coarse sand)

10 1.00 finished with a floating coat of neat cement and 18700.15 No

Hundred and Fifteen

making necessary channels for the drain etc.

backfilling the trench after manhole connection is Paisas Only

complete and surface restoration: In line with the

specifications prescribed in IndSTT:201-2022:

Code of Practice for Cured in Place Pipe Technique

Suiting Indian Conditions. Appendix D For pipes

350 to 450 mm diameter

Installation of product pipe by Micro Tunneling

method including concrete structural shaft of

sheet piles/RCC retaining walls/well

sinking/secant piling as par respective site

Rupees Ninety Two

requirements. (upto 100 meter of installation

11 545.00 length and 5m depth) all inclusive as per IndSTT: 92920.00 Thousand Nine Rmt

102-2022; Code of Practice for Micro Tunneling Hundred Twenty Only

and Pipe Jacking Suiting Indian Condition. Above

600mm and Upto 900mm dia OD, All type of soil

(Except mixed strata and Rock)

Providing and supplying ISI Standard R.C.C.

pipes(of Sulphate Resisting Cement) in standard

lengths of following class and diameter suitable

for either collar joints or rubber ring joints

including all taxes, insurance, transportation, Rupees Two

freight charges, octroi, inspection charges, Thousand Three

12 251.00 loading, unloading, conveyance to departmental 2360.37 Hundred Sixty and Rmt

stores, stacking etc. complete. Thirty Seven Paisas

Note : One collar should be supplied with each Only

full length plain ended RCC pipe, cost included in

rates below. One rubber ring should be supplied

with each full length socketed pipe, cost included

in rates below. Class IRS NP-4 500mm Dia

Providing and supplying ISI Standard R.C.C.

pipes(of Sulphate Resisting Cement) in standard

lengths of following class and diameter suitable

for either collar joints or rubber ring joints

including all taxes, insurance, transportation,

freight charges, octroi, inspection charges,

13 318.00 loading, unloading, conveyance to departmental 3939.00 Rmt

stores, stacking etc. complete. Hundred Thirty Nine

Note : One collar should be supplied with each Only

full length plain ended RCC pipe, cost included in

rates below. One rubber ring should be supplied

with each full length socketed pipe, cost included

in rates below. Class IRS NP-4 700mm Dia

Providing and constructing Sewer manholes by sinking

method, in RCC M30 and inside and outside 20mm thick

plastering in C. M. 1:3 providing and fixing C. I. steps and Rupees One Lacs

manhole frame and covers over manholes over scraper Six Thousand One

manhole etc. complete, providing and fixing safety chain

Hundred Fifty One

wherever necessary as per the stipulations in the type design Only

complete as per latest CPHEEO manual.

Total Amount Without GST

Total Amount Without GST

I/We am/ are willing to carry out the work @ _____________ % Above /Below ____________ Percentage (Should be written in Figures and Words) of

the Estimated rates mentioned above amount of my/ our Tender work out as under.

Estimated Amount Estimated Amount

Tender Rs. 6,44,95,975.00 Tender Rs.

Add % Rs. Add % Rs.

Total Rs. Total Rs.

(In Words (In Words

The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no

extra payment shall be made

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement

Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost

of difference of cement consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the

Stamp with signature of contractor City Engineer

Karamsad Anand Municipal Corporation