15th Finance Commssion Tide,Untide Grant 2025-26 (1st & 2nd Installment)

Name of work : Construction Work of Drainage line and waterpipeline in Nagarpalika Various Area @ Kheda

Nagar Palika, District: Kheda.

Sr. No. Discription of Work Estimated Amount

1 Construction Work of Drainage Line From Maharana Pratap Circle to Main Pumping Station

Construction Work of Drainage Line Both side of Road From Maharana Pratap Circle to Shedhi River

2 Providing and Laying Rising Drainage Line From Maharana Pratap Circle to Main Pumping Station

Providing & Laying Water pipe line from Maharana Pratap Circle towards Shedhi River & Maharana Pratap

Circle towardas Vatrak River

SAY TOTAL AMOUNT

SAY TOTAL AMOUNT

SB-1 (Construction Work of Drainage Line From Maharana Pratap Circle to Main Pumping Station)

Sr No Qty DESCRIPTION OF ITEM RATE PER AMOUNT

Demolition including stacking of serviceable materilas and disposal of unserviceable

materials with all lead and lift. (i) R.C.C. work

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

2 725.00 useful materials and disposing off the excavated stuff upto 50 Meter lead. (A) Loose 117.08 Cu.m

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and

3 207.50 stacking of useful materials and disposing off the excavated stuff upto 50 Meter 129.81 Cu.m

lead.(A) Loose or soft soil

Providing and casting in situ mass cement concrete in grade M-10 (approx. corresp.

4 82.00 to prop. 1:3:6) using granite quartzite trap metal of size 12 mm to 25 mm incl. 4211.30

consolidation curing etc. complete. Cu.m

Filling available excavated earth (excluding rock) in trenches. plinth, sides of

5 769.00 foundations etc. in layers not exceeding 20 cm. in depth consolidating each 130.39

disposited layer by ramming and watering. Cu.m

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, loading, unloading, conveyance to departmental stores,

6 246.00 stacking etc. complete. (IS - 458/ 1989 (Class NP3 Test Pressure 0.7 Kg/sq.cm 479.55 Rmt

200mm Dia.) Note : One collar should be supplied with each 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.

Lowering, laying and jointing R.C.C. pipes in C. M. 1:1 1/2 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 (NP-3 225mm Dia. Pipe)

Providing and supplying ISI marked only Standard length Stoneware pipes in

standard lengths of following class and diameter including all taxes, insurance,

8 250.00 transportation, freight charges, octroi, inspection charges, loading, unloading, 142.60 Rmt

conveyance to departmental stores, stacking etc. complete. (IS - 651 / 1989) Class

Lowering, laying and jointing Stone Ware pipes of following diameters with cement

joints in C. M. 1:1 proportion in proper position, grade and alignment at all level as

directed by Engineer-in-charge including conveyance from stores to site of work,

Jointing material etc. comp.

Providing and constructing rectangular brick masonry chamber for house

connection as per type design in brick masonry in C. M. 1:3 including M-100 in

foundation M-150 in benching inside plastering in C. M. 1:3 and outside plastering

in C. M. 1:3 coping in M200 and fixing RCC precast manhole frame and covers, but

Excl. supply of manhole and cover etc. complete excl. excavation.

Providing and constructing Sewer manholes, scraper manholes and unit house

connection chamber, as per the type design in brick masonry in C. M. 1:5 and inside

and outside 20mm thick plastering in C. M. 1:3 necessary 100 mm coping with

reinforcement in R.C.C.M. 200 fixing C. I. steps and fixing manhole frame and

covers (But excluding supply of manhole frame and covers) over manholes and

house connection chambers and fixing Manhole covers (but excluding supplying of

manhole covers) over scraper manhole etc. complete, providing and fixing safety

chain wherever necessary as per the stipulations in the type design complete as per

latest CPHEEO manual. (excl. excavation). B. Manhole type "B" circular type having

inside diameter of minimum 1500 mm and for depth from 1.5 M to 4.0 M (for

mm to 600 mm dia sewers)

Manhole type "B" circular type having inside diameter of minimum 1500 mm and

for depth from 1.5 M to 4.0 M (for 150 mm to 600 mm dia sewers)

Extra depth beyond 1.5 M but upto 4.0 M depth for type "B" manhole above.

RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or 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

1 7.00 Frame suitable for 50cm opening of MH 1289.15 No

2 7.00 Cover suitable for 50cm opening of MH 1348.95 No

3 25.00 House Connection Frame 934.95 No

4 25.00 House Connection Cover 1058.00 No

Add 2.00 % Contigency

SB-2 (Construction Work of Drainage Line Both side of Road From Maharana Pratap Circle to Shedhi River)

Sr No Qty DESCRIPTION OF ITEM RATE PER AMOUNT

Demolition including stacking of serviceable materilas and disposal of unserviceable

materials with all lead and lift. (i) R.C.C. work

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

2 477.00 useful materials and disposing off the excavated stuff upto 50 Meter lead. (A) Loose 117.08 Cu.m

Providing and casting in situ mass cement concrete in grade M-10 (approx. corresp.

3 46.00 to prop. 1:3:6) using granite quartzite trap metal of size 12 mm to 25 mm incl. 4211.30

consolidation curing etc. complete. Cu.m

Filling available excavated earth (excluding rock) in trenches. plinth, sides of

4 405.00 foundations etc. in layers not exceeding 20 cm. in depth consolidating each 130.39

disposited layer by ramming and watering. Cu.m

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, loading, unloading, conveyance to departmental stores,

5 268.00 stacking etc. complete. (IS - 458/ 1989 (Class NP3 Test Pressure 0.7 Kg/sq.cm 479.55 Rmt

200mm Dia.) Note : One collar should be supplied with each 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.

Lowering, laying and jointing R.C.C. pipes in C. M. 1:1 1/2 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 (NP-3 225mm Dia. Pipe)

Providing and constructing Sewer manholes, scraper manholes and unit house

connection chamber, as per the type design in brick masonry in C. M. 1:5 and inside

and outside 20mm thick plastering in C. M. 1:3 necessary 100 mm coping with

reinforcement in R.C.C.M. 200 fixing C. I. steps and fixing manhole frame and

covers (But excluding supply of manhole frame and covers) over manholes and

house connection chambers and fixing Manhole covers (but excluding supplying of

manhole covers) over scraper manhole etc. complete, providing and fixing safety

chain wherever necessary as per the stipulations in the type design complete as per

latest CPHEEO manual. (excl. excavation).A. Manhole type "A" Circular type having

inside diameter of 1200 mm for depth up to 1.5 M (for 150 mm to 500 mm dia

1 10.00 Manhole type "A" as above but upto 1.0M depth. 14005.85 No

Extra depth beyond 1.0 M but upto 1.5 M depth for type "A" manhole above.

RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or 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

1 10.00 Frame suitable for 50cm opening of MH 1289.15 No

2 10.00 Cover suitable for 50cm opening of MH 1348.95 No

Providing and laying Nominal cement concrete M.200 (1:1.5:3) and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete work

including prepairing sub base by Providing & Laying M.S. Side rail of road thickness

with necessry nut bolt plates, fixing as per width applaying plates vibrator, electric

9 31.50 or diesel on channel comp. with V.D. Systems (Trimix) by using the necessary 4211.30

equipments 7 material & Machinery, such as running screed vibrator on prelaid

M.S. channel for leveling vaccum pumps, floating & power trowling etc. compl.

Add 2.00 % Contigency

SB-3 (Providing and Laying Rising Drainage Line From Maharana Pratap Circle to Main Pumping Station)

Sr No Qty DESCRIPTION OF ITEM RATE PER AMOUNT

Demolition including stacking of serviceable materilas and disposal of unserviceable

materials with all lead and lift. (i) R.C.C. work

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

2 443.00 useful materials and disposing off the excavated stuff upto 50 Meter lead. (A) Loose 117.08 Cu.m

Providing and casting in situ mass cement concrete in grade M-10 (approx. corresp.

3 30.00 to prop. 1:3:6) using granite quartzite trap metal of size 12 mm to 25 mm incl. 4211.30

consolidation curing etc. complete. Cu.m

Filling available excavated earth (excluding rock) in trenches. plinth, sides of

4 406.00 foundations etc. in layers not exceeding 20 cm. in depth consolidating each 130.39

disposited layer by ramming and watering. Cu.m

Providing & Supplying of ISI Marked High Density Poly Ethylene (HDPE-PE-100)

Pipes in standard length suitable for Sewage & Industrial Effluents as per IS

Specification no. 14333-1996 or its latest revision / amendments including all local

& central laxes & duties, freight charges, loading, unloading & conveyance to

departmental stores etc. complete. HDPE 10kg/cm2 10. 225 mm

Lowering, laying and jointing HDPE pipes and specials of following class and

diameter (By butt fusion welding method) including cost of conveyance from stores

6 246.00 to site of works at all level including cost of labour, material, giving satisfactory 158.70 Rmt

hydraulic testing etc. comp. 7. 225 mm

Add 2.00 % Contigency

SB-4 (Providing & Laying Water pipe line from Maharana Pratap Circle towards Shedhi River & Maharana

Sr No Qty DESCRIPTION OF ITEM RATE PER AMOUNT

Demolition including stacking of serviceable materilas and disposal of unserviceable

materials with all lead and lift. (i) R.C.C. work

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

2 371.00 useful materials and disposing off the excavated stuff upto 50 Meter lead. (A) Loose 117.08 Cu.m

Providing and supplying in standard length !S! mark rigid unplasticised PVC pipes

suitable for potable water with ring fit joint including cost of rings, as per IS

specification no. 4985/1988 including all local and central taxes, transportation,

freight charges, octroi, inspection charges, loading, unloading, conveyance to the

deparimenta! stores and including cost of jointing meterial etc. complete. Test

515.00 Pressure 10 Kg/cm’. 1) 63mm

Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and specials of following

class and diameter including cost of conveyance from stores to site of works

including cost of labour, material, cement solvent, giving satisfactory hydraulic

515.00 testing as per ISI code (75mm)

PVC fittings: 9 Providing and supplying at store or site of work incl. freight, loading,

unloading, stacking, insaurance & all taxes etc. complete.

10.00 PVC Reducer (Moulded) 08. 75mm X 63mm 209.30 No

10.00 PVC Tee (Moulded) 07. 75mm X 63mm 388.70 No

Filling available excavated earth (excluding rock) in trenches. plinth, sides of

6 369.50 foundations etc. in layers not exceeding 20 cm. in depth consolidating each 130.39

disposited layer by ramming and watering. Cu.m

Providing & Laying 15mm UPVC Pipe Line for House Connection With All Material

Add 2.00 % Contigency