Laying of RCC Underground Pipeline Works

FINANCIAL BID NO.: DSWC/SAN/2026-2027/01

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 - Basiarkh (C/o 50413/l), Tehsil Bhawanigarh 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. 1829.7 /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.dia 250 mm 1605 /Mtrs 70 Rupee Seventy Only

Lowering of R.C.C. Class NP-3 Pipes in to trenches for all depths and laying out the same to correct alignment ,gradients level etc. 10 /Mtrs 989.24 Rupee Nine hundred eighty nine and Twenty four paise 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 . 642 /Joints 91.51 Rupees Ninety one and fifty Paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (250 mm) 12 /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) 5 /Cut hole 41 Rupees Forty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 /Riser & Valve 436.54 Rupees four Hundred Thirty Six and fifty four Paise Only

Fixing of Air vent Pipes with C.C 1:2:4 /Air pipe 288.09 Rupees Two Hundred Eighty eight and nine Paise Only

Fixing of pump stand(900mm) 4 /pump stand 6672.06 Rupees six thousand six hundred twenty two and six paise

Fixing of gatevalve 5 /Valve 1221.46 Rupees one thousand two hundred twenty one and forty six paise only

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

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

Nimar for jointing the pipe 41.73 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 2020 Item No- 5.2 (13 b,c,d) 88.776 Per Ton 160.3 Rupees one hundred sixty and thirty paise Only

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 -Rampura and Balial (C/o 58200/R), Tehsil Bhawanigarh 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. 8700.51 /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.dia 350 mm 6374 /Mtrs 76 Rupee seventy six Only

Lowering of R.C.C. Class NP-3 Pipes in to trenches for all depths and laying out the same to correct alignment ,gradients level etc. 0 /Mtrs 1355.85 Rupee one thousand three hundred fifty five and eighty five paise 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 . 2550 /Joints 160.518 Rupees one Hundred sixty and fifty two Paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (350 mm) 69 /Cut hole 95 Rupees ninety five Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 17 /Cut hole 41 Rupees Forty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 /Riser & Valve 568.22 Rupees five hundred sixty eight and twenty two Paise Only

Fixing of Air vent Pipes with C.C 1:2:4 /Air pipe 286.62 Rupees Two Hundred Eighty six and sixty two Paise Only

Fixing of pump stand(900mm) 6 /pump stand 6608.06 Rupees six thousand six hundred eight and six paise

Fixing of gatevalve 14 /Valve 1734.43 Rupees one thousand seven hundred thirty four and forty three only

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

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

Nimar for jointing the pipe 234.6 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 2020 Item No- 5.2 (13 b,c,d) 558.14 Per Ton 172.94 Rupees one hundred seventy two and ninety four paise Only

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

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

B.B.C 1:8:16 0.6 cum 3862.66 Rupees Three Thousand eight hundred sixty two and sixty six Paise Only

Plain Cement Concrete 1:2:4 0.14 cum 5070.55 Rupees Five Thousand seventy and fifty five paise Only

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 4567.95 Rupees four thousand five hundred sixty seven and ninety five Paisa Only

12.5 mm thick cement plaster work 1:4 15.32 cum 0.800 Rupees Two Hundred one And seven Paisa Only

RCC Slab 1:2:4 0.21 cum 7750.54 Rupees seven thousand seven hundred fifty and fifty paise only

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

Total Cost for ONE Haudi (C)

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 - Bhaini Mehraj/Natt (C/o 16000/L)Extension, Tehsil Dhuri 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. 1022.25 /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. 580 /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 . 232 /Joints 296.885 Rupees Two hundred ninety six and eighty eight paise

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (500 mm) 3 /Cut hole 127 Rupees one hundred twenty seven

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 Forty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (500 mm) 3 /Riser & Valve 879.625 Rupees eight hundred seventy nine and sixty three only

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 3 /Air pipe 282.41 Rupees Two Hundred Eighty Two and Fourty One

S&S Pump Stand 1200mm

S&S Pump Stand 1200mm(3Mtr) 3 Nos 4897 Four Thousand Eight Hundred and Ninty seven rupees

Material For Fixing of P.S:-

Cement 2 300 Three Hundred

Sand 9 35.35 Thirty Five Rupees and Thirty Five paise

Aggrigate 15 cum 36.04 Thirty Six Rupees and Four Paise

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

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

Cement 1.08 300 Three Hundred

Sand 10.6 35.35 Thirty Five Rupees and Thirty Five paise

Aggrigate 21.18 cum 36.04 Thirty Six Rupees and Four Paise

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

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

COST OF OTHER ITEMS

Fixing of gate valve (500 mm) 1 1675.37 Rupees One Thousand Six Hundered Seventy Five and Thirty Seven Paise Only

Nimar for jointing the pipe (500mm) 48.998 Per kg 60 Rupees Sixty Only

Road Cut 0 Per Cut 15000 Fifteen thousand 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 89.77 per tonnes 209.86 Rupees Two Hundred nine and Eighty 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 - Makrod Sahib, Bishanpur Khokhar, Bhamniwala,Harigarh Gehlan , (C/o 40624/L),Dhanouri Rajbaha,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. 2721.3 /Cum 93.78 Rupees Ninty Three and Seventy Eight Paise Only

Lowering of 500 mm R.C.C. Class NP-2 Pipes in to trenches for all depths and laying out the same to correct alignment ,gradients level etc. 1544 /Mtrs 71 Rupee Seventy one Only

Jointing of class N.P.2 500 mm 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 . 618 /Joints 299.7 Rupees Two hundred ninety nine and seventy paise

Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (500mm) 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 Two Thousand Rupees 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

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 8 /Cut hole 41 Rupees Forty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (500mm) 11 /Riser & Valve 899.34 Rupees eight hundred Ninty nine and Thirty four paise only

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 8 /Air pipe 289.82 Rupees Two hundred Eighty nine and Eighty two

Estimate cost for fixing of S & S Pipe Pump Stand (1200 mm dia)

Earth work in Excavation 0 cum 93.78 Rupees Ninty Three and Seventy Eight Paise Only

B.B.C 1:8:16 0 cum Rupees three thousand Eight hundred eighty one and thirty four paise only

Material For Fixing of Pump Stand 0 Nos. Rupees three thousand six hundred thirteen and thirty twopaise only

Total Cost for fixing of One Pumpstand

Total Cost for Fixing of Pumpstand's (B)

Cost of Other Items

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

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

Fixing of gate valve (500 mm) 0 each 2286.9 Two thousand Two hundred Eighty six And Ninty Paise only

Nimar for jointing the pipe 130.437 Per kg 60 Sixty Rupees only

Provision for Carriage of Pipe for lead upto 1 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 237.986 per tonnes 209.86 Rupees Two hundred nine and Eighty Six paise only

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 - Ghoranab (C/o 66580/R), Tehsil Lehra 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. 8464.5 /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. 5700 /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 . 2280 /Joints 221.55 Rupees Two Hundred twenty one and Fifty Five Paise Only

Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (400mm) 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) 8 /Meter 6942.56 Rupees six Thousand nine Hundered Forty two and Fifty six Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (400 mm) 52 /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) 16 /Cut hole 41 Rupees Forty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (400mm) 13 /Riser & Valve 730.18 Rupees Seven Hundred thirty and one eight Paise Only

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 16 /Air pipe 291.76 Rupees Two Hundred ninety one and seventy six Paise Only

Estimate cost for fixing of S & S Pipe Pump Stand (900 mm dia)

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 3903 Rupees Three Thousand nine hundred three only

Material For Fixing of Pump Stand 1 Nos. 3627.54 Rupees Three Thousand Six hundred Twenty seven only

Total Cost for fixing of One Pumpstand

Total Cost for Fixing of Eleven No. Pumpstand's (B)

Cost of Other Items

Rode Cut 2 each 15000

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

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

Fixing of gate valve (400 mm) 13 each 2061.18 Rupees Two Thousand Sixty one and ine eight Paise Only

Nimar for jointing the pipe (400mm) 314.64 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 562.66 per tonnes 172.94 Rupees One Hundred Seventy Two and Ninty Four paise only

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 - RAIDHARANA (C/o 2670/2633R)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. 866.4 /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. 760 /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) 6 /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) 3 /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 486 Rupees Four Hundred Eighty Six Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) /Air pipe 286.7 Rupees Two Hundred Eighty Seven Only

Fixing of Gate valves with C.C 1:2:4 (300 mm) 3 /Gate Valve 1452.9 Rupees One Thousand Four Hundred Fifty Three Only

Fixing of PUMP STAND (900 MM) (Excavation+Labour and Material used for Foundation & Fixing of Pipe) 1 /Pump Stand 6608 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 3866 Rupees Three Thousand Eight Hundred Sixty Six Only

Plain Cement Concrete 1:2:4 0.14 cum 5094 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 5043 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 8191 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 23.834 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 42.059 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 450 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - KOTRA LEHAL (C/o 222430-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. 8452.5 /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. 5250 /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 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) 47 /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) 13 /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 764.9 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 287.5 Rupees Two Hundred Eighty Eight and Twenty Two Paise Only

Fixing of Gate valves with C.C 1:2:4 (450 mm) 22 /Gate Valve 2172 Rupees Two Thousand One Hundared Seventy Three and Ninty Eight Paise Only

Fixing of PUMP STAND (1000 MM) (Excavation+Labour and Material used for Foundation & Fixing of Pipe) 12 /Pump Stand 6627 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 3869 Rupees Three Thousand Eight Hundred Seventy Three Only

Plain Cement Concrete 1:2:4 0.14 cum 5100 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 5044.25 Rupees Five Thousand Fourty Six Only

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

RCC Slab 1:2:4 0.21 cum 8197 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 THREE 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 321.72 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 632.952 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

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

Total Credit of Damaged Lined Water Channel Existing on Site to be Deducted from the Bill of Agency(D) 0