Laying of RCC Underground Pipeline Works

FINANCIAL BID NO.: DSWC/SAN/2026-2027/14

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 250 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - NANGLA (C/o 14011-R), Tehsil-Lehra 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. 3357.3 /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. 2945 /Mtrs 70 Rupee Seventy 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 91 Rupees Ninety One Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (250 mm) 26 /Cut hole 62 Rupees Sixty Two Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 10 /Cut hole 41 Rupees Fourty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (250 mm) /Riser & Valve 434 Rupees Four Hundred Thirty Four Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) /Air pipe 286 Rupees Two Hundred Eighty Six Only

Fixing of Gate valves with C.C 1:2:4 (250 mm) 9 /Gate Valve 1220 Rupees One Thousand Two Hundred Twenty Only

Fixing of PUMP STAND (900 MM) (Excavation+Labour and Material used for Foundation & Fixing of Pipe) 3 /Pump Stand 6593 Rupees Six Thousand Six Hundred Thirty One 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 3858 Rupees Three Thousand Eight Hundred Fifty Eight Only

Plain Cement Concrete 1:2:4 0.14 cum 5071.5 Rupees Five Thousand Seventy One and Fifty Paise Only

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 5038 Rupees Five Thousand Thirty Eight Only

12.5 mm thick cement plaster work 1:4 15.32 cum 202 Rupees Two Hundred Two and Only

RCC Slab 1:2:4 0.21 cum 8171 Rupees Eight Thousand One Hundred Seventy One Only

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

Total Cost for ONE Haudi

Total Cost for ONE Haudis

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 76.57 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 163.167 Ton 160.3 Rupees One Hundred Sixty and Thirty 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 250 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - NANGLA (C/o 16425-L), Tehsil-Lehra 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. 4411.8 /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. 3870 /Mtrs 70 Rupee Seventy 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 91 Rupees Ninety One Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (250 mm) 29 /Cut hole 62 Rupees Sixty Two 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 (250 mm) /Riser & Valve 434 Rupees Four Hundred Thirty Four Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) /Air pipe 286 Rupees Two Hundred Eighty Six Only

Fixing of Gate valves with C.C 1:2:4 (250 mm) 10 /Gate Valve 1220 Rupees One Thousand Two Hundred Twenty Only

Fixing of PUMP STAND (1200 MM) (Excavation+Labour and Material used for Foundation & Fixing of Pipe) 7 /Pump Stand 6593 Rupees Six Thousand Six Hundred Thirty One 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 3858 Rupees Three Thousand Eight Hundred Fifty Eight Only

Plain Cement Concrete 1:2:4 0.14 cum 5071.5 Rupees Five Thousand Seventy One and Fifty Paise Only

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 5038 Rupees Five Thousand Thirty Eight Only

12.5 mm thick cement plaster work 1:4 15.32 cum 202 Rupees Two Hundred Two and Only

RCC Slab 1:2:4 0.21 cum 8171 Rupees Eight Thousand One Hundred Seventy One Only

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

Total Cost for ONE Haudi

Total Cost for TWO Haudis

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 100.62 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 214.131 Ton 160.3 Rupees One Hundred Sixty and Thirty 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 - NANGLA (C/o 21765-L), Tehsil-Lehra 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. 5460.6 /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. 4790 /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 . /Joints 116.7 Rupees One Hundred Sixteen and Ninety Paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (300 mm) 45 /Cut hole 75 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) 16 /Cut hole 41 Rupees Fourty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (300 mm) /Riser & Valve 485 Rupees Four Hundred Eighty Six Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) /Air pipe 286 Rupees Two Hundred Eighty Seven Only

Fixing of Gate valves with C.C 1:2:4 (300 mm) 12 /Gate Valve 1452 Rupees One Thousand Four Hundred Fifty Three Only

Fixing of PUMP STAND (900 MM) (Excavation+Labour and Material used for Foundation & Fixing of Pipe) 5 /Pump Stand 6593 Rupees Two Thousand One Hundared Seventy Three and Ninty Eight Paise 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 3858 Rupees Three Thousand Eight Hundred Sixty Six Only

Plain Cement Concrete 1:2:4 0.14 cum 5071.5 Rupees Five Thousand Ninty Four Only

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 5038 Rupees Five Thousand Fourty Three Only

12.5 mm thick cement plaster work 1:4 15.32 cum 202 Rupees Two Hundred Two Only

RCC Slab 1:2:4 0.21 cum 8171 Rupees Eight Thousand One Hundred Ninety One Only

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

Total Cost for ONE Haudi

Total Cost for ONE Haudis

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 150.214 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 265.643 Ton 160.3 Rupees One Hundred Sixty and Thirty 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 350 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - SANGATPURA (C/o 31694/92394/L)(Extension), Tehsil-Lehra 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. 4374.83 /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. 3205 /Mtrs 76 Rupee Seventy Six 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 160.75 Rupees One Hundred Sixty and Seventy Five Paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (450 mm) 33 /Cut hole 95 Rupees Ninty 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 (350 mm) /Riser & Valve 570.55 Rupees Five Hundared Seventy and Fifty Five Paise Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) /Air pipe 288 Rupees Two Hundred Eighty Eight Only

Fixing of Gate valves with C.C 1:2:4 (350 mm) 7 /Gate Valve 1736.54 Rupees One Thousand Seven Hundred Thirty Six and Fifty Four Paise Only

Fixing of PUMP STAND (1200 MM) (Excavation+Labour and Material used for Foundation & Fixing of Pipe) 3 /Pump Stand 6631 Rupees Six Thousand Six Hundared Thirty One Only

Estimate of Charges for Haudi (1.20 X 1.20 X 3.00 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 3870.2 Rupees Three Thousand Eight Hundred Seventy and Twenty Paise Only

Plain Cement Concrete 1:2:4 0.14 cum 5104 Rupees Five Thousand One Hundred Four Only

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 5045 Rupees Five Thousand Forty Five Only

12.5 mm thick cement plaster work 1:4 15.32 cum 202.1 Rupees Two Hundred Two and Ten Paise Only

RCC Slab 1:2:4 0.21 cum 8200 Rupees Eight Thousand Two Hundred 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 Four Thousand Only

Road Cut 0 each 15000 Rupees Fifteen Thousand Only

Nimar for jointing the pipe 117.944 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 280.584 Ton 172.94 Rupees One Hundred Two and Ninety 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 300 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - MANDVI (C/o 24124/R)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. 718.2 /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. 630 /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 . /Joints 117 Rupees One Hundred Sixteen and Ninety Paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (300 mm) 3 /Cut hole 75 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) 2 /Cut hole 41 Rupees Fourty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (300 mm) /Riser & Valve 485 Rupees Four Hundred Eighty Six Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) /Air pipe 287 Rupees Two Hundred Eighty Seven Only

Fixing of Gate valves with C.C 1:2:4 (300 mm) 1 /Gate Valve 1454 Rupees One Thousand Four Hundred Fifty Three Only

Fixing of PUMP STAND (1200 MM) (Excavation+Labour and Material used for Foundation & Fixing of Pipe) 1 /Pump Stand 6619 Rupees Two Thousand One Hundared Seventy Three and Ninty Eight Paise 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 3858 Rupees Three Thousand Eight Hundred Sixty Six Only

Plain Cement Concrete 1:2:4 0.14 cum 5071.5 Rupees Five Thousand Ninty Four Only

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 5038 Rupees Five Thousand Fourty Three Only

12.5 mm thick cement plaster work 1:4 15.32 cum 202 Rupees Two Hundred Two Only

RCC Slab 1:2:4 0.21 cum 8171 Rupees Eight Thousand One Hundred Ninety One 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 19.757 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 34.798 Ton 160.3 Rupees One Hundred Sixty and Thirty 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 - BHUTAL KHURD (C/o 1295-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. 185.63 /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. 125 /Mtrs 71 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 . /Joints 208 Rupees One Hundred Sixteen and Ninety Paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (400 mm) 2 /Cut hole 105 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) 1 /Cut hole 41 Rupees Fourty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (400 mm) /Riser & Valve 709 Rupees Four Hundred Eighty Six Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) /Air pipe 288 Rupees Two Hundred Eighty Seven Only

Fixing of Gate valves with C.C 1:2:4 (400 mm) 1 /Gate Valve 2054 Rupees One Thousand Four Hundred Fifty Three Only

Fixing of PUMP STAND (1200 MM) (Excavation+Labour and Material used for Foundation & Fixing of Pipe) 0 /Pump Stand 6619 Rupees Two Thousand One Hundared Seventy Three and Ninty Eight Paise 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 3858 Rupees Three Thousand Eight Hundred Sixty Six Only

Plain Cement Concrete 1:2:4 0.14 cum 5071.5 Rupees Five Thousand Ninty Four Only

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 5038 Rupees Five Thousand Fourty Three Only

12.5 mm thick cement plaster work 1:4 15.32 cum 202 Rupees Two Hundred Two Only

RCC Slab 1:2:4 0.21 cum 8171 Rupees Eight Thousand One Hundred Ninety One 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 6.9 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 12.444 Ton 172.94 Rupees One Hundred Sixty and Thirty 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 450 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - DASKA (C/o 5250-TR)(Extension), Tehsil-Lehra 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. 3091.2 /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. 1920 /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 235.28 Rupees Two Hundred Thirty Five and Twenty Five Paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (450 mm) 12 /Cut hole 116 Rupees One Hundred Sixteen Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 7 /Cut hole 41 Rupees Fourty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (450 mm) /Riser & Valve 766.85 Rupees Seven Hundred Sixty Six and Fifty Nine Paise Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) /Air pipe 288 Rupees Two Hundred Eighty Eight and Twenty Two Paise Only

Fixing of Gate valves with C.C 1:2:4 (450 mm) 4 /Gate Valve 2174 Rupees Two Thousand One Hundared Seventy Three and Ninty Eight Paise Only

Fixing of PUMP STAND (1100 MM) (Excavation+Labour and Material used for Foundation & Fixing of Pipe) 1 /Pump Stand 6643 Rupees Two Thousand One Hundared Seventy Three and Ninty Eight Paise 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 3873 Rupees Three Thousand Eight Hundred Seventy Three Only

Plain Cement Concrete 1:2:4 0.14 cum 5112 Rupees Five Thousand One Hundred Twelve Only

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 5046 Rupees Five Thousand Fourty Six Only

12.5 mm thick cement plaster work 1:4 15.32 cum 202.35 Rupees Two Hundred Two and Thirty Five Paise Only

RCC Slab 1:2:4 0.21 cum 8208 Rupees Eight Thousand Two Hundred Eight 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 117.658 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 230.652 Ton 172.94 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

Name of Work:- Earth work for excavation of Trenches for laying of Underground pipeline, lowering and jointing of 350 mm Dia RCC Pipes, fixing of AVP, NP3 Pipes, Risers, Fixing of S&S pipes(900mm) at Village - Chhajli 10973/L(Ext), Tehsil-Sunam 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. 4982.25 /Cum 93.78 Ninety Three rupees and Seventy Eight paise

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. 3650 /Mtrs 76 Seventy six Rupee

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 . 1460 /Joints 160.75 One hundred sixty rupee and forty seven paise

Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (350mm) 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 2777.02 Two Thousand Seven Hundred Seventy Seven Rupees and Two Paise

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (350 mm) 31 /Cut hole 95 Ninty Five Rupees

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 14 /Cut hole 41 Fourty One Rupess

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (350mm) 31 /Riser & Valve 570.55 Five hundred sixty seven rupees and seventy seven

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 14 /Air pipe 287.78 Two Hundred Eighty six Rupees and thirty nine Paise

Fixing of S & S Pipe (Pump Stand/Haudi)

Exavation (2m X2m X2m) 8 cum 93.78 Ninety Three rupees and Seventy Eight paise

B.B.C 1:8:16 and material 0.6 cum Three thousand seven Hundred eighty one Rupees and sevety seven Paise

Fixing of the double pump stand with labour 1 No Three Thousand Five Hundred seventy two rupees and thirteen paise

Total Cost for ONE Pump Stand

Total Cost for 5 Pump Stand

Providing and Fixing of jaal 0 each 4000 Four Thousand rupees

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

Fixing of gate valve (400 mm) 6 each 1736.54 One thousand seven hundred thirty three rupee and seventy six paise

Nimar for jointing the pipe (400mm) 134.32 Per kg 60 Sixty rupees

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 318.816 per tonnes 172.94 One hundred Seventy two rupees and ninty four paise

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

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

Total Credit of Damaged Lined Water Channel Existing on Site to be Deducted from the Bill of Agency