Laying of RCC Underground Pipeline Works

FINANCIAL BID NO.: DSWC/SAN/2025-2026/37

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 700 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - Khadial 22545/L, 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. 29456.96 /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. 14145 /Mtrs 87 Eighty Seven Rupees

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 . 5658 /Joints 386.69 Three Hundred Eighty Six Rupees and Sixty Nine Paise

Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (700mm) 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) 60 /Meter Five Thousand Four Hundred Sixty One Rupees and Thirty Four Paise

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (700 mm) 121 /Cut hole 172 One Hundred Seventy Two Rupees

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 28 /Cut hole 41 Fourty One Rupess

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (700mm) 121 /Riser & Valve 1110.74 One Thousand One Hundred Ten Rupees and Seventy Four Paise

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 28 /Air pipe 285.19 Two Hundred Eighty Five Rupees and Nineteen Paise

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

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

B.B.C 1:8:16 0.6 cum 3851.89 Three Hundred Eight Hundred Fifty One Rupees and Eighty Nine Paise

Plain Cement Concrete 1:2:4 0.14 cum 5075.04 Five Thousand Seventy Five Rupees and Four Paise

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 5035.57 Five Thousand Thirty Five Rupees and Fifty Six

12.5 mm thick cement plaster work 1:4 15.32 cum 201.38 Two Hundred One Rupee and Thirty Eight Paise

RCC Slab 1:2:4 0.21 cum 8155.01 EightThousand One Hundred Fifty-five Rupees and One Paise

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

Total Cost for ONE Haudi

Total Cost for 27 Haudis

Cost of Other Items

Providing and Fixing of jaal 1 each 4000 Four Thousand rupees

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

Fixing of gate valve (700 mm) 25 each 2910.92 Two thousand nine hundred ten and ninty two

Nimar for jointing the pipe 1929.378 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 2859.5 per tonnes 209.86 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 103150

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, NP3 Pipes, Risers, Construction of Haudies at Village - Chatha Nanhera 5057/L , 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. 15785.55 /Cum 93.78 Ninty 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. 10630 /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 . 4252 /Joints 207.68 Two Hundred Seven Rupees and sixty Eight Paise

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 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 (400 mm) 71 /Cut hole 105 One hundred Five Rupees

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 31 /Cut hole 41 Fourty One Rupess

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (400mm) 71 /Riser & Valve 702.36 Seven Hundred two Rupees and thirty six Paise

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 4 /Air pipe 285.75 Two Hundred Eighty five Rupees and seventy five Paise

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

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

B.B.C 1:8:16 0.6 cum Two thousand four hundred eighty four and seventy paise

Fixinf of Double pump stand 1 No 3569.82 Three Thousand Five Hundred Sixty Nine rupees and Eighty Two paise

Total Cost for ONE Pump Stand

Total Cost for Nineteen Pump Stand

Cost of Other Items

Providing and Fixing of jaal 1 each 4000 Four Thousand rupees

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

Fixing of gate valve (400 mm) 28 each 2569.71 Two Thousand Five Hundred Sixty Nine rupees and Seventy One paise

Nimar for jointing the pipe (400mm) 586.776 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 1046.272 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 47977

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 - Ganduan 13080/R, 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. 941.85 /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. 690 /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 . 276 /Joints 160.75 One hundred sixty rupee and seventy five 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) 8 /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) 4 /Cut hole 41 Fourty One Rupess

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (350mm) 8 /Riser & Valve Five hundred seventy rupees and fifty five

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

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

Fixing of the double pump stand with labour and material 900 mm 1 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 (400 mm) 2 each 1736.54 One thousand seven hundred thirty six rupee and fifty four paise

Nimar for jointing the pipe (400mm) 25.392 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 60.48 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 450 mm Dia RCC Pipes, fixing of AVP, NP3 Pipes, Risers, Fixing of S&S pipes(900mm) at Village - Khadial 12330/L, 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. 22556.1 /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. 14010 /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 . 5604 /Joints 234.34 Two hundred thirty four rupee and thirty four 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) 139 /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) 40 /Cut hole 41 Fourty One Rupess

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (450mm) 139 /Riser & Valve 758.73 Seven Hundred fifty eight Rupees and seventy three Paise

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 40 /Air pipe 285.18 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 2754.77 Two thousand seven Hundred fifty four Rupees and sevety seven Paise

Fixing of the double pump stand with labour 1 No 3576.21 Three Thousand Five Hundred seventy Six rupees and Twenty one paise

Total Cost for ONE Pump Stand

Total Cost for Twenty Pump Stand

Cost of Other Items

Providing and Fixing of jaal 1 each 4000 Four Thousand rupees

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

Fixing of gate valve (400 mm) 31 each 2166.12 Two Thousand One Hundred Sixty six rupees and twelve paise

Nimar for jointing the pipe (400mm) 858.533 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 690.852 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 68094

Grand Total (A+B+C+D)

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