Laying of RCC Underground Pipeline Works

FINANCIAL BID NO.: DSWC/SAN/2026-2027/04

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 300 mm Dia RCC Pipes, fixing of AVP, NP3 Pipes, Risers, Fixing of S&S pipes(900mm) at Village - Nilowal 40155/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. 1043.1 /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. 915 /Mtrs 84 Seventy One 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 . 366 /Joints 116.6 One hundred sixteen rupee and sixty nine paise

Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (300mm) 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 0 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 (300 mm) 7 /Cut hole 75 Seventy Five Rupees

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 4 /Cut hole 41 Fourty One Rupess

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (300mm) 7 /Riser & Valve 483.2 Four hundred eighty four rupees and sixty three

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 4 /Air pipe 284.3 Two Hundred Eighty five Rupees and eighty five Paise

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

Fixing of the double pump stand with labour and material 0 No 3569.82 Three Thousand Five Hundred Sixty Nine rupees and Eighty Two paise

Total Cost for ONE Pump Stand

Total Cost for Two Pump Stand

Cost of Other Items

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 (300 mm) 4 each 1451.54 One thousand four hundred fifty one rupee and fifty four paise

Nimar for jointing the pipe (300mm) 28.69 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 50.69 per tonnes 160.3 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

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, NP3 Pipes, Risers, Fixing of S&S pipes(900mm) at Village - Mojowal 5425/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. 5119.8 /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. 3180 /Mtrs 71 Seventy One 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 . 1272 /Joints 234.83 Two hundred thirty four rupee and eighty three paise

Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (450mm) 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 (450 mm) 25 /Cut hole 116 One hundred sixteen Rupees

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

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (450mm) 25 /Riser & Valve 762.95 Seven Hundred Sixty two Rupees and ninty five Paise

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 12 /Air pipe 286.8 Two Hundred Eighty five Rupees and Eighteen Paise

Fixing of S & S Pipe (Pump Stand/Haudi) 900mm

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 ninty nine Rupees and sevety seven Paise

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

Total Cost for ONE Pump Stand

Total Cost for Three Pump Stand

Cost of Other Items

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 (450 mm) 7 each 2166.12 Two Thousand One Hundred Sixty six rupees and twelve paise

Nimar for jointing the pipe (450mm) 194.87 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 382.93 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

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 Pumpstand at Village - Makrod Sahib,Ramgarh Gujjran and Mandhvi (C/o 34624/R), 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. 2264.63 /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. 1525 /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 . 616 /Joints 206.5 Rupees Two Hundred Six and Fifty 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) 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 (400 mm) 11 /Cut hole 105 Rupees One Hundred 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 Forty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (400mm) 11 /Riser & Valve 710 Rupees Seven Hundred Ten Only

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 6 /Air pipe 285.15 Rupees Two Hundred Eighty Five and Fifteen Paise Only

Estimate of Charges for 1200 mm Dia Pump Stand (as Siltation Chamber)

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

Material and Labour Charges For Foundation of Pump stands(1:8:16) 2312.0676

Material and Labour Charges For Fixing of Pump stands 3604.47

Complete Work Total Cost for ONE Pump Stand

Complete Work Total Cost for TWO No. Pump Stand (B)

Cost of Other Items

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) 2 each 2059.79 Rupees Two Thousand Fifty Nine and Seventy Nine Paise Only

Nimar for jointing the pipe 84.18 Per kg 60 Rupees Sixty 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 150.304 per tonnes 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(D) 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 & Pump Stand at Village - Guladi(C/o 35025/L),Moonak Branch, Rajwaha- Dhanaouri Feeder,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. 0.9 /Cum 93.78 Rupees Ninty Three and Seventy Eight Only

Lowering of 450 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. 6230 /Mtrs 71 Rupee Seventy One Only

Jointing of class N.P.2 450 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 . 2492 /Joints 235.78 Rupees Two Hundred Thirty Five and Seventy Eight Paise Only

Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (450mm) 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 (450 mm) 67 /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) 30 /Cut hole 41 Rupees Forty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (450mm) 67 /Riser & Valve 771.32 Rupees Seven hundred Seventy One and Thirty Two Paise Only

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 30 /Air pipe 290.02 Rupees Two Hundred Ninty and Two Paise Only

Estimate of Charges for 1200 mm Dia Pump Stand (as Siltation Chamber)

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

Material and Labour Charges For Foundation of Pump stands(1:8:16) 2312.0676

Material and Labour Charges For Fixing of Pump stands 3600.39

Complete Work Total Cost for ONE Pump Stand

Complete Work Total Cost for Four No. Pump Stand (B)

Fixing of gate valve (450 mm) 3 each 1626.39 Rupees One Thousand Six Hundred Twenty-Six and Thirty-Nine paise Only

Sign Board 1 each 4000 Rupees Four Thousand Only

Nimar for jointing the pipe 381.774 Per kg 60 Rupees Sixty 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 752.748 per tonnes 172.94 Rupees One Hundred Seventy Two and Ninty Four paise only

Grand Total (a+b+c)

Credit of Damaged Lined Water Channel Existing on Site to be Deducted from the Bill of Agency(D) 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 - longowal (C/o 7069/7230/L), Tehsil 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. 6312.81 /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. 3921 /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 . 1568 /Joints 234.81 Rupees Two Hundred Thirty Four and Eighty Paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (450 mm) 32 /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) 22 /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 760.02 Rupees Seven Hundred Sixty and Two Paise Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) /Air pipe 285.7 RupeesTwo Hundred Eighty Five Only

Fixing of Gate valves with C.C 1:2:4 (450 mm) 6 /Gate Valve 2167.41 Rupees Two Thousand Sixty Seven and Fourty one Paise Only

Fixing of PUMP STAND (1200 MM) (Excavation+Labour and Material used for Foundation & Fixing of Pipe) 3 /Pump Stand 6511.07 Rupees sixty Thousand Five Hundared eleven and sevent 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 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 5034 Rupees Five Thousand Thirty four and seventy Paise 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 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 240.26 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 472.03 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 40150

Grand Total (E)

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 - Sultanpur (C/o 21685/L), 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. 2975.7 /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. 2180 /Mtrs 76 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 . 872 /Joints 160.02 Rupees One Hundred Sixteen and Fourty Two Paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (350 mm) 14 /Cut hole 95 Rupees Seventy Five 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 Forty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (350 mm) 14 /Riser & Valve 563.3 Rupees Four Hundred Eighty One and Ninty One Paise Only

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 10 /Air pipe 284.15 Rupees Two Hundred Eighty Four and Fiveteen Paise Only

Fixing of gate valve (350 mm) 2 /Gate Valve 1729.51 Seventeen Hundred Twenty Nine rupees and Fifty one paisa

S&S Pump Stand 900mm

S&S Pump Stand 900mm(3Mtr) (A) 0

Material For Fixing of P.S:-

Cement 2 300 Three Hundred

Sand 9 Thirty Five Rupees and Thirty Five paise

Aggrigate 15 cum Thirty Six Rupees and Four Paise

Labour For Foundation of Pump Stand 0.6 cum 1269.47 One Thousand Two Hundred Sixty Nine Rupees Fourty Seven 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 36.04 Thirty Five Rupees and Thirty Five paise

Aggrigate 21.18 cum 36.74 Thirty Six Rupees and Four Paise

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

Estimate amount for one pump stand Grand Total

Amount For Three pump stand

Cost of Other Items

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 (350 mm) 0 each 0 Rupees One Thousand Four Hundered Fourty Eight and Eighty Two Paise Only

Nimar for jointing the pipe (350mm) 80.224 Per kg 60 Rupees Sixty Only

Road Cut 0 Per Cut 15000 Fifteen thousamd 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 189.864 per tonnes 172.94 Rupees One Hundred Sixty and Thirty paise only

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

Grand Total (A+B+C+D)