Laying of RCC Underground Pipeline Works

FINANCIAL BID NO.: DSWC/SAN/2026-2027/02

Rates for Civil Works (Approved by CCS Punjab Chandigarh)

Name of the Firm/Bidder

Phone Number of Bidder Email id of Bidder

Total Estimated Amount of Work Rs.

Quoted by Contractor (As % less of Estimated Amount) Quote (+/-%)

Note: Please quote only figure (upto 2 decimal points) in above blue colour box in minus or plus. Do not put %age sign after this figure. Please check Quoted Rate in Next cell.

Name of Work :- Earth work for excavation of Trenches for laying of Underground pipeline, lowering and jointing of 600 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - Khetla (C/o 44950/L, Extension), Tehsil-Dirba and District- Sangrur.

Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear from the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters. 1734.8 /Cum 93.78 Rupees Ninty three and seventy eight paise only

Lowering of R.C.C. Class NP-2 Pipes in to trenches for all depths and laying out the same to correct alignment ,gradients level etc. /Mtrs 74 Rupees Seventy Four Only

Jointing of class N.P.2 R.C.C pipes in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge . 194 /Joints 334 Rupees Three Hundered Thirty Four Paise Only

Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (600mm) in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge. (Through Rate) 0 /Meter 4552.17 Rupees Four Thousand Five Hundered Fifty Two and Seventeen Paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (600 mm) 2 /Cut hole 150 Rupees One Hundered Fifty Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 1 /Cut hole 41 Rupees Forty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (600mm) 2 /Riser & Valve 962.14 Rupees Nine Hundered Sixty Two and Fourteen Paise Onlly

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 1 /Air pipe 289.88 Rupees Two Hundered Eighty Nine and Eighty Eight Paise Only

Cost of Other Items

Providing and Fixing of jaal 0 each 4000 Rupees Four Thousand Only

Sign Board (5' X 3') 0 each 4000 Rupees Four Thousand Only

Fixing of gate valve (600 mm) 1 each 2762.32 Rupees Two Thousand Seven Hundered Sixty Two and Thirty Two Paise Only

Nimar for jointing the pipe (600mm) 66.15 Per kg 60 Rupees Sixty Only

Provision for Carriage of Pipe for lead upto 2 Km (Subjected to actual site condition, given as per actual measurements provided by the site incharge or the Santioned amount in tender whichever is less) as per CSR 5.2 (13 b,c,d) of 2013 97.5 per tonnes 209.85 Rupees Two Hundered Nine and Eighty Five Paise Only

Credit of damaged lined water channel existing on site to be deducted from the bill of Agency 0

Name of Work :- Earth work for excavation of Trenches for laying of Underground pipeline, lowering and jointing of 300 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - Shadihari (C/o 7700/TR), Tehsil-Dirba and District- Sangrur.

Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear from the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters. 5945.1 /Cum 93.78 Rupees Ninety Three and Seventy Eight Paise Only

Lowering of R.C.C. Class NP-2 Pipes in to trenches for all depths and laying out the same to correct alignment ,gradients level etc. /Mtrs 84 Rupee Eighty Four Only

Jointing of class N.P.2 R.C.C pipes in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge . 2086 /Joints 117.68 Rupees One Hundred Seventeen and Sixty Eight Paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (300 mm) 61 /Cut hole 75 Rupees Seventy Five Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 12 /Cut hole 41 Rupees Fourty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (300 mm) 61 /Riser & Valve 494.53 Rupees Four Hundred Ninty Four and Fifty Three Paise Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) 12 /Air pipe 292.04 Rupees Two Hundred Ninty Two and Four Paise Only

Fixing of Gate valves with C.C 1:2:4 (300 mm) 16 /Gate Valve 1461.45 Rupees One Thousand Four Hundered Sixty One and Forty Five Paise Only

Estimate of Charges for Haudi (1.20 X 1.20 X 3 m)

Earth work in Excavation 8 cum 93.78 Rupees Ninty Three and Seventy Eight Paise Only

B.B.C 1:8:16 0.6 cum 3900.28 Rupees Three Thousand Nine Hundred and Twenty Eight Paise Only

Plain Cement Concrete 1:2:4 0.14 cum 5185.44 Rupees Five Thousand One Hundered Eighty Five and Forty Four Paise Only

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 5155.81 Rupees Five Thousand One Hundered Fifty Five and Eighty One Paise Only

12.5 mm thick cement plaster work 1:4 15.32 cum 202.95 Rupees Two Hundred Two and Ninty Five Paise Only

RCC Slab 1:2:4 0.21 cum 8274.83 Rupees Eight Thousand Two Hundred Seventy Four and Eighty Three Paise Only

Foot rest (Item No. 29.37) 6 No 100 Rupees One Hundred Only

Total Cost for ONE Haudi

Total Cost for One Haudis

Estimate of Charges for pump stand 900mm

S&S Pump Stand 900mm(3Mtr) 15 Nos

Material For Fixing of P.S:-

Cement 2 Nos 300 Rupess Three Hundred Only

Sand 9 Cft 39.2 Thirty Nine Rupees and Twenty Paise Only

Aggrigate 15 Cft 39.89 Thirty Nine Rupees and Eighty Nine Paise Only

Labour for installation of P.S 1 No 2079 Two Thousand Seventy Nine Rupees

Foundation Of Pump Stand (1:8:16) Dimension (2*2*0.15m)

Cement 1.08 Bags 300 Three Hundred

Sand 10.6 Cft Thirty Nine Rupees and Twenty Paise Only

Aggrigate 21.18 Cft Thirty Nine Rupees and Eighty Nine Paise Only

1:8:16 Labour 0.6 Cft 1269.47 One Thousand Two Hundred Sixty Nine Rupees and Fourty Seven Paise Only

Excavation(2*2*2) 8 Cft 93.78 Ninety Three Rupees and Seventy Eight Paise Only

Total Cost for Fifteen Pump Stand

Cost of Other Items

Providing and Fixing of jaal 1 each 4000 Rupees Four Thousand Only

Sign Board (5' X 3') 1 each 4000 Rupees Three Thousand Only

Road Cut 0 each 15000 Rupees Fifteen Thousand Only

Nimar for jointing the pipe 163.54 Kg 60 Rupees Sixty Only

Provision for Carriage of Pipe for lead upto 2 Km (Subjected to actual site condition, given as per actual measurements provided by the site incharge or the Santioned amount in tender whichever is less) as per CSR 5.2 (13 b,c,d) of 2020 290.03 Ton 160 Rupees One Hundred Sixty Only

Credit of damaged lined water channel existing on site to be deducted from the bill of Agency 0

Name of Work :- Earth work for excavation of Trenches for laying of Underground pipeline, lowering and jointing of 400 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - Toorbanjara (C/o 14657/L), Tehsil-Dirba and District- Sangrur.

Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear from the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters. 3445.2 /Cum 93.78 Rupees Ninety Three and Seventy Eight Paise Only

Lowering of R.C.C. Class NP-2 Pipes in to trenches for all depths and laying out the same to correct alignment ,gradients level etc. /Mtrs 71 Rupee Seventy One Only

Jointing of class N.P.2 R.C.C pipes in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge . 928 /Joints 208.67 Rupees Two Hundred Eight and Sixty Seven Paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (400 mm) 21 /Cut hole 105 Rupees One Hundered Five Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 13 /Cut hole 41 Rupees Fourty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (400 mm) 21 /Riser & Valve 710.53 Rupees Seven Hundred Ten and Fifty Three Paise Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) 13 /Air pipe 289.3 Rupees Two Hundred Eighty Nine and Thirty Paise Only

Fixing of Gate valves with C.C 1:2:4 (400 mm) 11 /Gate Valve 2055.54 Rupees Two Thousand Fifty Five and Fifty Four Paise Only

Estimate of Charges for pump stand 900mm

S&S Pump Stand 900mm(3Mtr) 4 Nos

Material For Fixing of P.S:-

Cement 2 Nos 300 Rupess Three Hundred Only

Sand 9 Cft 38.1 Thirty Eight Rupees and Ten Paise Only

Aggrigate 15 Cft 38.8 Thirty Eight Rupees and Eighty Paise Only

Labour for installation of P.S 1 No 2079 Two Thousand Seventy Nine Rupees

Foundation Of Pump Stand (1:8:16) Dimension (2*2*0.15m)

Cement 1.08 Bags 300 Three Hundred

Sand 10.6 Cft Thirty Eight Rupees and Ten Paise Only

Aggrigate 21.18 Cft Thirty Eight Rupees and Eighty Paise Only

1:8:16 Labour 0.6 Cft 1269.47 One Thousand Two Hundred Sixty Nine Rupees and Fourty Seven Paise Only

Excavation(2*2*2) 8 Cft 93.78 Ninety Three Rupees and Seventy Eight Paise Only

Total Cost for Four Pump Stand

Cost of Other Items

Providing and Fixing of jaal 0 each 4000 Rupees Four Thousand Only

Sign Board (5' X 3') 0 each 4000 Rupees Three Thousand Only

Road Cut 0 each 15000 Rupees Fifteen Thousand Only

Nimar for jointing the pipe 128.064 Kg 60 Rupees Sixty Only

Provision for Carriage of Pipe for lead upto 2 Km (Subjected to actual site condition, given as per actual measurements provided by the site incharge or the Santioned amount in tender whichever is less) as per CSR 5.2 (13 b,c,d) of 2020 229.116 Ton 172.94 Rupees One Hundred Seventy Two and Ninty Four Paise Only

Credit of damaged lined water channel existing on site to be deducted from the bill of Agency 0

Name of Work :- Earth work for excavation of Trenches for laying of Underground pipeline, lowering and jointing of 400 mm Dia RCC Pipes, fixing of AVP , Risers, Constructio+n of Haudies at Village - Janal (C/o 19131/19080/R), Tehsil-Dirba and District- Sangrur.

Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear from the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters. 2621.03 /Cum 93.78 Rupees Ninety Three and Seventy Eight Paise Only

Lowering of R.C.C. Class NP-2 Pipes in to trenches for all depths and laying out the same to correct alignment ,gradients level etc. /Mtrs 71 Rupee Seventy One Only

Jointing of class N.P.2 R.C.C pipes in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge . 706 /Joints 209.12 Rupees Two Hundred Nine and Twelve Paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (400 mm) 20 /Cut hole 105 Rupees One Hundered Five Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 6 /Cut hole 41 Rupees Fourty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (400 mm) 20 /Riser & Valve 714.21 Rupees Seven Hundred Fourteen and Twenty One Paise Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) 6 /Air pipe 290.9 Rupees Two Hundred Ninty and Ninty Paise Only

Fixing of Gate valves with C.C 1:2:4 (400 mm) 7 /Gate Valve 2059.22 Rupees Two Thousand Fifty Nine and Twenty Two Paise Only

Estimate of Charges for pump stand 1000mm

S&S Pump Stand 1000mm(3Mtr) 4 Nos

Material For Fixing of P.S:-

Cement 2 Nos 300 Rupess Three Hundred Only

Sand 9 Cft 38.74 Thirty Eight Rupees and Seventy Four Paise Only

Aggrigate 15 Cft 39.44 Thirty Nine Rupees and Forty Four Paise Only

Labour for installation of P.S 1 No 2079 Two Thousand Seventy Nine Rupees

Foundation Of Pump Stand (1:8:16) Dimension (2*2*0.15m)

Cement 1.08 Bags 300 Three Hundred

Sand 10.6 Cft 38.74 Thirty Eight Rupees and Seventy Four Paise Only

Aggrigate 21.18 Cft 39.44 Thirty Nine Rupees and Forty Four Paise Only

1:8:16 Labour 0.6 Cft 1269.47 One Thousand Two Hundred Sixty Nine Rupees and Fourty Seven Paise Only

Excavation(2*2*2) 8 Cft 93.78 Ninety Three Rupees and Seventy Eight Paise Only

Total Cost for Four Pump Stand

Cost of Other Items

Providing and Fixing of jaal 0 each 4000 Rupees Four Thousand Only

Sign Board (5' X 3') 0 each 4000 Rupees Three Thousand Only

Road Cut 0 each 15000 Rupees Fifteen Thousand Only

Nimar for jointing the pipe 97.428 Kg 60 Rupees Sixty Only

Provision for Carriage of Pipe for lead upto 2 Km (Subjected to actual site condition, given as per actual measurements provided by the site incharge or the Santioned amount in tender whichever is less) as per CSR 5.2 (13 b,c,d) of 2020 174.704 Ton 172.94 Rupees One Hundred Seventy Two and Ninty Four Paise Only

Credit of damaged lined water channel existing on site to be deducted from the bill of Agency 0

Name of Work :- Earth work for excavation of Trenches for laying of Underground pipeline, lowering and jointing of 400 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - Gujjran (C/o 400/L), Tehsil-Dirba and District- Sangrur.

Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear from the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters. 5435.1 /Cum 93.78 Rupees Ninety Three and Seventy Eight Paise Only

Lowering of R.C.C. Class NP-2 Pipes in to trenches for all depths and laying out the same to correct alignment ,gradients level etc. /Mtrs 71 Rupee Seventy One Only

Jointing of class N.P.2 R.C.C pipes in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge . 1464 /Joints 208.77 Rupees Two Hundred Eight and Seventy Seven Paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (400 mm) 46 /Cut hole 105 Rupees One Hundered Five Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 12 /Cut hole 41 Rupees Fourty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (400 mm) 46 /Riser & Valve 709.48 Rupees Seven Hundred Nine and Forty Eight Paise Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) 12 /Air pipe 288.86 Rupees Two Hundred Eight Eight and Eighty Six Paise Only

Fixing of Gate valves with C.C 1:2:4 (400 mm) 14 /Gate Valve 2054.49 Rupees Two Thousand Fifty Four and Forty Nine Paise Only

Estimate of Charges for pump stand 1000mm

S&S Pump Stand 1000mm(3Mtr) 8 Nos

Material For Fixing of P.S:-

Cement 2 Nos 300 Rupess Three Hundred Only

Sand 9 Cft 38.24 Thirty Eight Rupees and Twenty Four Paise Only

Aggrigate 15 Cft 38.41 Thirty Eight Rupees and Forty One Paise Only

Labour for installation of P.S 1 No 2079 Two Thousand Seventy Nine Rupees

Foundation Of Pump Stand (1:8:16) Dimension (2*2*0.15m)

Cement 1.08 Bags 300 Three Hundred

Sand 10.6 Cft 38.24 Thirty Eight Rupees and Twenty Four Paise Only

Aggrigate 21.18 Cft 38.41 Thirty Eight Rupees and Forty One Paise Only

1:8:16 Labour 0.6 Cft 1269.47 One Thousand Two Hundred Sixty Nine Rupees and Fourty Seven Paise Only

Excavation(2*2*2) 8 Cft 93.78 Ninety Three Rupees and Seventy Eight Paise Only

Total Cost for Eight Pump Stand

Cost of Other Items

Providing and Fixing of jaal 0 each 4000 Rupees Four Thousand Only

Sign Board (5' X 3') 0 each 4000 Rupees Three Thousand Only

Road Cut 0 each 15000 Rupees Fifteen Thousand Only

Nimar for jointing the pipe 202.032 Kg 60 Rupees Sixty Only

Provision for Carriage of Pipe for lead upto 2 Km (Subjected to actual site condition, given as per actual measurements provided by the site incharge or the Santioned amount in tender whichever is less) as per CSR 5.2 (13 b,c,d) of 2020 362.828 Ton 172.94 Rupees One Hundred Seventy Two and Ninty Four Paise Only

Credit of damaged lined water channel existing on site to be deducted from the bill of Agency 0

Name of Work :- Earth work for excavation of Trenches for laying of Underground pipeline , lowering and jointing of 600 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village -Kalbanjara (C/o 69437/L Extention), Tehsil:-Sunam, District- Sangrur.

Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear from the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters. 288 /Cum 93.78 Rupees Ninty Three and Seventy Eight Only

Lowering of R.C.C. Class NP-2 Pipes in to trenches for all depths and laying out the same to correct alignment ,gradients level etc. 150 /Mtrs 74 Rupee Seventy four Only

Jointing of class N.P.2 R.C.C pipes in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge . /Joints 335.52 Rupees Three Hundred Thity five and fifty two paise Only

Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (600mm) in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge. (Through Rate) 0 /Meter 2000 Rupees Two Thousand Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (600 mm) 1 /Cut hole 150 Rupees One Hundred Fifty only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 1 /Cut hole 41 Rupees Forty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (600mm) 1 /Riser & Valve 963.88 Rupees Nine hundred sisty three and eighty eight paise Only

Fixing of gate valve (600 mm) 1 each 2764.05 Rupees Two Thousand Seven Hundred sixty four and zero five Paise Only

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 1 /Air pipe 290.41 Rupees Two Hundred ninety and forty one Paise Only

Cost of Other Items C

Providing and Fixing of jaal 0 each 4000 Rupees Four Thousand Only

Sign Board (5' X 3') 0 each 4000 Rupees Four Thousand Only

Nimar for jointing the pipe 20.46 Per kg 60 Rupees Sixty Only

Provision for Carriage of Pipe for lead upto 2 Km (Subjected to actual site condition, given as per actual measurements provided by the site incharge or the Santioned amount in tender whichever is less) as per CSR 5.2 (13 b,c,d) of 2013 30.5 per tonnes 209.86 Rupees two Hundred Nine and eight six paise only

Name of Work :- Earth work for excavation of Trenches for laying of Underground pipeline , lowering and jointing of 500 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - Balran (C/o 129867-L)(Extension), Tehsil-Moonak and District- Sangrur.

Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear from the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters. 2344.13 /Cum 93.78 Rupees Ninety Three and Seventy Eight Paise Only

Lowering of R.C.C. Class NP-2 Pipes in to trenches for all depths and laying out the same to correct alignment ,gradients level etc. 1330 /Mtrs 71 Rupee Seventy One Only

Jointing of class N.P.2 R.C.C pipes in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge . /Joints 299.5 Rupees Two Hundred Ninety Nine and Fifty Paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (500 mm) 11 /Cut hole 127 Rupees One Hundred Twenty Seven Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 3 /Cut hole 41 Rupees Fourty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (500 mm) /Riser & Valve 898.75 Rupees Eight Hundred Ninty Eight and Seventy Five Paise Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) /Air pipe 289 Rupees Two Hundred Eighty Nine Only

Fixing of Gate valves with C.C 1:2:4 (500 mm) 5 /Gate Valve 2282 Rupees Two Thousand Two Hundared Eighty Two Only

Estimate of Charges for Haudi (1.20 X 1.20 X 3 m)

Earth work in Excavation 8 cum 93.78 Rupees Eighty Six Only

B.B.C 1:8:16 0.6 cum 3872 Rupees Three Thousand Eight Hundred Seventy Two Only

Plain Cement Concrete 1:2:4 0.14 cum 5108 Rupees Five Thousand One Hundred Eight Only

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 5045.25 Rupees Five Thousand Fourty Five and Twenty Five Paise Only

12.5 mm thick cement plaster work 1:4 15.32 cum 202.25 Rupees Two Hundred Two and Twenty Five Paise Only

RCC Slab 1:2:4 0.21 cum 8204 Rupees Eight Thousand Two Hundred Four Only

Foot rest (Item No. 29.37) 6 No 100 Rupees One Hundred Only

Total Cost for ONE Haudi

Total Cost for ZERO Haudis

Cost of Other Items

Providing and Fixing of jaal 0 each 4000 Rupees Four Thousand Only

Sign Board (5' X 3') 0 each 4000 Rupees Three Thousand Only

Road Cut 0 each 15000 Rupees Fifteen Thousand Only

Nimar for jointing the pipe 112.358 Kg 60 Rupees Sixty Only

Provision for Carriage of Pipe for lead upto 2 Km (Subjected to actual site condition, given as per actual measurements provided by the site incharge or the Santioned amount in tender whichever is less) as per CSR 5.2 (13 b,c,d) of 2020 205.516 Ton 209.86 Rupees Two Hundred Nine and Eighty Six Paise Only

Credit of damaged lined water channel existing on site to be deducted from the bill of Agency 0

Grand Total (G)

Grand Total (A+B+C+D+E+F+G)

Credit of Damaged lined water channel existing on site to be deducted from the bill of Agency 0