Earth work for excavation of trenches for laying of underground pipeline, lowering and jointing of RCC pipe

CSR 29.70 CSR29.71

Pipe Dia Excavation Lowering TC Jointing Cutting Cutting AVP Fixing AAV Fixing AVP

435 0.4 1.2 mat lab

with 850 bajri & 850 sand

Cement sand bajri lab Total

198.13 Cement sand bajri lab Total

calculation for 800 mm cement 245,sand 1200,bajri 1400

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 DASKA (C/o 11180/L) 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. 1344 /m3 53 71232

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. 700 /Mtrs 54.46 38122

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 . 280 /Joints 221.52702886247877 62027.56808149406

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (600 mm) 6 /Cut hole 47.25 283.5

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 2 /Cut hole 13.049999999999999 26.099999999999998

Fixing of Risers & Alfa valves with C.C 1:2:4 6 /Riser & Valve 733.9434069043576 4403.660441426146

Fixing of Air vent Pipes with C.C 1:2:4 2 /Air pipe 226.3786078098472 452.7572156196944

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

Earth work in Excavation 8 cum 66.28 Rupees Sixty Six and Twenty Eight Paise Only 530.24

B.B.C 1:8:16 0.6 cum 2771.21 Rupees Two Thousand Seven Hundred Seventy One and Twenty One Paise Only 1662.7259999999999

Plain Cement Concrete 1:2:4 0.14 cum 3829.07314285714 Rupees Three Thousand Eight Hundred Twenty Nine and Seven Paise Only 536.0702399999997

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 3589.2781202526326 Rupees Three Thousand Five Hundred Eighty Nine and Twenty Seven Paise Only 17049.071071200004

12.5 mm thick cement plaster work 1:4 15.32 cum 94.11296240208875 Rupees Ninety Four and Eleven Paise Only 1441.8105839999998

RCC Slab 1:2:4 0.21 cum 7434.5 Rupees Seven Thousand Four Hundred Thirty Four and Fifty Paise Only 1561.245

Foot rest (Item No. 29.37) 8 No 116.1 Rupees One Hundred Sixteen and Ten Paise Only 928.8

Total Cost for ONE Haudi 23710

Total Cost for ZERO Haudi 0

Cost of Other Items

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

Providing and Fixing of Shutter Gate 0 each 7500 Rupees Seven Thousand Five Hundred Only 0

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

Providing and Fixing of Gate Valve 2 each 29900 Rupees Twenty Nine Thousand Nine Hundred Only 59800

Road Cut 0 each 15000 Rupees Fifteen Thousand Only 0

Nimar for jointing the pipe 283 Per joint 24 Rupees Twenty Four Only 6792

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 Overall 26424 Rupees Twenty Six Thousand Four Hundred Twenty Four Only 26424

Grand Total 269563.5857385399

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 69500/L) 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. 1840 /m3 53 97520

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. 920 /Mtrs 54.46 50103.200000000004

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 . 368 /Joints 221.52702886247877 81521.94662139218

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (600 mm) 8 /Cut hole 47.25 378

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 4 /Cut hole 13.049999999999999 52.199999999999996

Fixing of Risers & Alfa valves with C.C 1:2:4 8 /Riser & Valve 733.9434069043576 5871.547255234861

Fixing of Air vent Pipes with C.C 1:2:4 4 /Air pipe 226.3786078098472 905.5144312393888

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

Earth work in Excavation 8 cum 66.28 Rupees Sixty Six and Twenty Eight Paise Only 530.24

B.B.C 1:8:16 0.6 cum 2771.21 Rupees Two Thousand Seven Hundred Seventy One and Twenty One Paise Only 1662.7259999999999

Plain Cement Concrete 1:2:4 0.14 cum 3829.07314285714 Rupees Three Thousand Eight Hundred Twenty Nine and Seven Paise Only 536.0702399999997

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 3589.2781202526326 Rupees Three Thousand Five Hundred Eighty Nine and Twenty Seven Paise Only 17049.071071200004

12.5 mm thick cement plaster work 1:4 15.32 cum 94.11296240208875 Rupees Ninety Four and Eleven Paise Only 1441.8105839999998

RCC Slab 1:2:4 0.21 cum 7434.5 Rupees Seven Thousand Four Hundred Thirty Four and Fifty Paise Only 1561.245

Foot rest (Item No. 29.37) 8 No 116.1 Rupees One Hundred Sixteen and Ten Paise Only 928.8

Total Cost for ONE Haudi 23710

Total Cost for ZERO Haudi 0

Cost of Other Items

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

Providing and Fixing of Shutter Gate 0 each 7500 Rupees Seven Thousand Five Hundred Only 0

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

Providing and Fixing of Gate Valve 5 each 29900 Rupees Twenty Nine Thousand Nine Hundred Only 149500

Road Cut 0 each 15000 Rupees Fifteen Thousand Only 0

Nimar for jointing the pipe 368 Per joint 24 Rupees Twenty Four Only 8832

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 Overall 34733 Rupees Thirty Four Thousand Seven Hundred Thirty Three Only 34733

Grand Total 429417.4083078664

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

FINANCIAL BID E-Tender No. – DSWC/GUR/2026-27/13

All Construction Material as Per PWD Specifications & All Material as Per ISI Standred With The Pre Approval of Departmental Officials

:- Earth work for excavation of trenches for laying of underground pipeline, lowering and jointing of 350 mm Dia RCC Pipes, providing and fixing of AVP, construction of haudie, Moga No 12030/R Vill. Awan, Batala & Distt. Gurdaspur, and Earth work for excavation of trenches for laying of underground pipeline, lowering and jointing of 400 mm Dia RCC Pipes, providing and fixing of AVP, construction of haudie, Moga No 10565/L Vill. Awan, Batala & Distt. Gurdaspur and Earth work for excavation of trenches for laying of underground pipeline, lowering and jointing of 500 mm Dia RCC Pipes, providing and fixing of AVP, construction of haudie, Mogha no. 24500/R Village -Hambowal, Tehsil Kahnuwan, Distt. Gurdaspur.

Name and Address of the Firm/Bidder

Phone Number of Bidder Email id of Bidder

Total Estimated Amount of Work Rs 1447666

Quoted by Contractor (As % less of Estimated Amount) Less (-/+%) 0

WORK-1 :-Earth work for excavation of trenches for laying of underground pipeline, lowering and jointing of 350 mm Dia RCC Pipes, providing and fixing of AVP, construction of haudie, Moga No 12030/R Vill. Awan, Batala & Distt. Gurdaspur

Estimate Sanction No. 13236/D.B. Dated 07/08/26, Amount 1513600/-

Abstract of Cost

Sr. No. Particulars Amount

1 Cost of Labour 355850.49

2 Cost of Material 54095.86

3 Cost of Labour and Material (01Houdi) 35062

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. 1855.04 /m3 93.78 Rupees Ninty Three and Seventy Eight Paisa 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. 1359 /Mtrs 76 Rupees Seventy six Only

Jointing of class N.P.2 R.C.C pipes in trenches using collar joints jointed with 1:1 ½ 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 . 543 /Joints 94 ninty four Only

Pipe line Hole 350 mm 15 /number 95 ninty five Only

Pipe line Hole 150 mm 5 /number 41 Forty One Only

350 mm Providing Risers 15 Riser & Valve 83 eighty three Only

350 mm Fixing of Alfa Alfa Valve 15 /number 73 seventy three Only

350 mm Applying End Closer 0 /number 132 Rupees One Hundred Thiry Two Only

150 mm Fixing of Air vent Pipes 5 /Air pipe 73 Seventy Three Only

350 mm slating Pipe 0 /number 73 Rupees seventy three Only

1000 mm Fixing of Pump Stand 0 /number 1040 One Thousand and Forty Only

Pipe line 350 mm LT Joints 0 /Joints 116 One Hundred Sixteen Only

Transportation of Pipes 119 /Tone 172.94 Rupees One Hundred Seventy two and ninty four Paisa Only

Applying Gate Valve 350 mm 2 /number 1321.99 One Thousand Six Hundred Twenty Six and Thiry Nine Paisa Only

Cost of Other Material

Cement 101 /bag 299.99 Rupees Two Hundred Ninety Nine Paisa Ninety Nine Only

Sand 306.8 /Cum Foot 34 Rupees Thirty four only

Haudi jal 1 /No. 4000 Four thausand

sign board 1 /No. 5000 Five thausand

Bajri 52.5 /Cum Foot 26 Rupees Twenty six Only

Nimar 50.01 / Kg 60 Rupees sixty Only

Amount of soil excavation and filling

Sr. no. Description Length (In Meters) Breath (In Meters) Depth (In Meters) Quantity (Cube Meter)

1 350 mm. Trench digging and filling for pipe 1359 1.05 1.3

Sr.no. Description Quantity Rate Units Amount

1 Excavation of soil, filling in voids and laying surplus soil 93.78 Per Cube Meters

Cost of Material for One Houdi

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

Cement 12 /bag 299.99 Rupees Two Hundred Ninety Nine Paisa Ninety Nine Only

Sand 66.74 /Cum Foot 34 Rupees thrity four only

Bajri 10.59 /Cum Foot 26 Rupees Twenty six Only

Bricks 2280 / Thousand 7500 Rupees Seventy five hundred Only

Bar (Steel) 17.95 /Kg 66.2 Rupees Sixty six and two Paisa Only

Brick Bread 0 /Joint 39.6 Rupees Thiry Nine Paisa Six Only

Cost of Labour for One Houdi

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

Earthwork in excavation 8 cum 93.78 Rupee Ninety Three and Seventy Eight Paisa

Laying of stone aggregate in foundation 0.6 /Cum 1269.4675 One Thosand Two hundred Sixy nine and Forty Seven paisa 761.68

Cement Concrete 0.14 /Cum 1269.4675 One Thosand Two hundred Sixy nine and Forty Seven paisa 177.73

Bricks Work 4.75 /Cum 1397.99 One Thosand Three hundred Ninety nine and Forty Seven paisa 6640.47

Cement Plaster 15.32 /Cum 132.741 one hundred thirty two pint seven four 2033.59

RCC Slab 0.21 /Cum 1269.4675 tewlve hunder sixty nine and fourty seven paisa only 266.59

Total Cost of Houdi

Sr. No. Cost of One Houdi No. of Houdi Amount

WORK-2 :-Earth work for excavation of trenches for laying of underground pipeline, lowering and jointing of 400 mm Dia RCC Pipes, providing and fixing of AVP, construction of haudie, Moga No 10565/L Vill. Awan, Batala & Distt. Gurdaspur.

Estimate Sanction No. 13253/D.B. Dated 7.8.26, Amount 1773700/-

Abstract of Cost

Sr. No. Particulars Amount

1 Cost of Labour 368114.07

2 Cost of Material 65601

3 Cost of Labour and Material (02 Houdi) 70124

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. 1915.65 /m3 93.78 Rupees Ninty Three and Seventy Eight Paisa 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. 1290 /Mtrs 71 Rupees Seventy One Only

Jointing of class N.P.2 R.C.C pipes in trenches using collar joints jointed with 1:1 ½ 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 . 516 /Joints 122 Rupees One Hundred Twenty Two Only

Pipe line Hole 400 mm 16 /number 105 One Hundred and five Only

Pipe line Hole 150 mm 5 /number 41 Forty One Only

400 mm Providing Risers 16 Riser & Valve 125 One Hundred Twenty Five Only

400 mm Fixing of Alfa Alfa Valve 16 /number 94 Ninety Four Only

400 mm Applying End Closer 15 /number 91 Rupees ninty one Only

150 mm Fixing of Air vent Pipes 5 /Air pipe 73 Seventy Three Only

400 mm slating Pipe 0 /number 132 Rupees One Hundred Thiry Two Only

1000 mm Fixing of Pump Stand 0 /number 1040 One Thousand and Forty Only

Pipe line 400 mm LT Joints 0 /Joints 116 One Hundred Sixteen Only

Transportation of Pipes 127.856 /Tone 172.94 Rupees One Hundred Seventy two and ninty four Paisa Only

Applying Gate Valve 400 mm 3 /number 1564 One Thousand five Hundred sixty four Only

Cost of Other Material

Cement 124 /bag 299.99 Rupees Two Hundred Ninety Nine Paisa Ninety Nine Only

Sand 412.45 /Cum Foot 34 Rupees Thirty four only

sign board 1 /No. 4000 four thausand only

Haudi jal 1 /No. 4000 four thausand only

Bajri 81 /Cum Foot 26 Rupees Twenty six Only

Nimar 71.208 / Kg 60 Rupees One Hundred Thirty Four Paisa Four Only

Amount of soil excavation and filling

Sr. no. Description Length (In Meters) Breath (In Meters) Depth (In Meters) Quantity (Cube Meter)

1 400 mm. Trench digging and filling for pipe 1290 1.1 1.35

Sr.no. Description Quantity Rate Units Amount

1 Excavation of soil, filling in voids and laying surplus soil 93.78 Per Cube Meters

Cost of Material for One Houdi

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

Cement 12 /bag 299.99 Rupees Two Hundred Ninety Nine Paisa Ninety Nine Only

Sand 66.74 /Cum Foot 34 Rupees thrity four only

Bajri 10.59 /Cum Foot 26 Rupees Twenty six Only

Bricks 2280 / Thousand 7500 Rupees Seventy five hundred Only

Bar (Steel) 17.95 /Kg 66.2 Rupees Sixty six and two Paisa Only

Brick Bread 0 /Joint 39.6 Rupees Thiry Nine Paisa Six Only

Cost of Labour for One Houdi

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

Earthwork in excavation 8 cum 93.78 Rupee Ninety Three and Seventy Eight Paisa

Laying of stone aggregate in foundation 0.6 /Cum 1269.4675 One Thosand Two hundred Sixy nine and Forty Seven paisa 761.68

Cement Concrete 0.14 /Cum 1269.4675 One Thosand Two hundred Sixy nine and Forty Seven paisa 177.73

Bricks Work 4.75 /Cum 1397.99 One Thosand Three hundred Ninety nine and Forty Seven paisa 6640.47

Cement Plaster 15.32 /Cum 132.741 - 2033.59

Total Cost of Houdi

Sr. No. Cost of One Houdi No. of Houdi Amount

WORK-3 :-Earth work for excavation of trenches for laying of underground pipeline, lowering and jointing of 500 mm Dia RCC Pipes, providing and fixing of AVP, construction of haudie, Mogha no. 24500/R Village - Hambowal, Tehsil Kahnuwan, Distt. Gurdaspur.

Estimate Sanction No. 13265/D.B. Dated 07.08.2026, Amount 1953500/-

Abstract of Cost

Sr. No. Particulars Amount

1 Cost of Labour 379163.93

2 Cost of Material 77862

3 Cost of Labour and Material (04 Houdi) 36792

4 Sign Board 5000

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. 2040.97 /m3 93.78 Rupees Ninty Three and Seventy Eight Paisa 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. 1158 /Mtrs 71 Rupees Seventy One Only

Jointing of class N.P.2 R.C.C pipes in trenches using collar joints jointed with 1:1 ½ 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 . 463 /Joints 150 Rupees One Hundred Thiry Two Only

Pipe line Hole 500 mm 9 /number 127 One Hundred Sixteen Only

Pipe line Hole 150 mm 5 /number 41 Forty One Only

500 mm Providing Risers 9 Riser & Valve 146 One Hundred Twenty Five Only

500 mm Fixing of Alfa Alfa Valve 9 /number 146 Ninety Four Only

500 mm Applying End Closer 2 /number 150 Rupees One Hundred Thiry Two Only

150 mm Fixing of Air vent Pipes 5 /Air pipe 73 Seventy Three Only

500 mm slating Pipe 0 /number 132 Rupees One Hundred Thiry Two Only

1000 mm Fixing of Pump Stand 0 /number 1040 One Thousand and Forty Only

Pipe line 500 mm LT Joints 1 /Joints 150 One Hundred Sixteen Only

Transportation of Pipes 139 /Tone 213.14 Rupees One Hundred Sixty and Thity Paisa Only

Applying Gate Valve 500 mm 1 /number 1675.37 One Thousand Six Hundred Twenty Six and Thiry Nine Paisa Only

Cost of Other Material

Cement 181 /bag 299.99 Rupees Two Hundred Ninety Nine Paisa Ninety Nine Only

Sand 543.1 /Cum Foot 32 Rupees Thirty Two only

Bajri 56.1 /Cum Foot 24 Rupees Twenty Four Only

Nimar 36 / Kg 134.4 Rupees One Hundred Thirty Four Paisa Four Only

Amount of soil excavation and filling

Sr. no. Description Length (In Meters) Breath (In Meters) Depth (In Meters) Quantity (Cube Meter)

1 500 mm. Trench digging and filling for pipe 1158 1.175 1.5

Sr.no. Description Quantity Rate Units Amount

1 Excavation of soil, filling in voids and laying surplus soil 2040.975 93.78 Per Cube Meters

Cost of Material for One Houdi

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

Cement 13 /bag 299.99 Rupees Two Hundred Ninety Nine Paisa Ninety Nine Only

Sand 68.51 /Cum Foot 32 Rupees Thirty Two only

Bajri 11 /Cum Foot 24 Rupees Twenty Four Only

Bricks 2583 / Thousand 6600 Rupees Seven Thousand Only

Bar (Steel) 18 /Kg 51.33 Rupees Sixty Twoe and Eighty Four Paisa Only

Brick Bread 0 /Joint 39.6 Rupees Thiry Nine Paisa Six Only

Cost of Labour for One Houdi

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

Earthwork in excavation 8 cum 93.78 Rupee Ninety Three and Seventy Eight Paisa

Laying of stone aggregate in foundation 0.6 /Cum 1269.4675 One Thosand Two hundred Sixy nine and Forty Seven paisa 761.68

Cement Concrete 0.14 /Cum 1305.71 One Thosand Two hundred Sixy nine and Forty Seven paisa 182.79

Bricks Work 5.61 /Cum 1397.91 One Thosand Three hundred Ninety nine and Forty Seven paisa 7842.27

Cement Plaster 20.12 /Cum 132.741 - 2670.74

Total Cost of Houdi

Sr. No. Cost of One Houdi No. of Houdi Amount