Soil Erosion Land Protection Work

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/2026-2027/10

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

Stone Masonary Land Protection Sturcture/ Soil Erosion Land, Village Karoli, Haryal, Lehroon, Patralwan, Narainpur, Bhanguri, Narianpur and Hara Sukhniayl Tehsil Dharkalan, Distt. Pathankot.

Name and Address of the Firm/Bidder

Phone Number of Bidder Email id of Bidder

Total Estimated Amount of Work Rs 7914492

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

WORK-1 :-Stone Masonry Land Protection Sturcture/ Soil Erosion Land Village Karoli Tehsil Dharkalan, Distt. Pathankot.

Est. No. D.B, dated Amount 725592/-

Abstract of Cost

Sr. No. Particulars Cost of Material Cost of Labour Other Expediture Total

1 Crate wire Structure-1 286648 178576 0

2 Crate wire Structure-2 158726 101642 0

Crate Wire Structure-1

COST OF MATERIAL (Crate Wire Structure)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cost of stone including royality & carriage upto pucca place (dump site) (size 18-40 kg) 229.5 cum 757.31 per cum

2 Cost of G.I crate wire (including GST) 1580.7 Kg 71.39 per cum

COST OF LABOUR (Crate Wire Structure)

Sr. No. Particulars Qty Unit Rate (With GST)) Amount

1 Earthwork in excavation for bed of wire crate 102 cum 38.98

2 Weaving of wire crate in mesh size 15cmX15cm 718.5 Sqm 61.1

3 Spreading of wire crate over stone pitching & connecting all sides 718.5 Sqm 73.75

4 Filling of stones in wire crate by hand packing manual labour 229.5 cum 338.17

Crate Wire Structure-2

COST OF MATERIAL (Crate Wire Structure)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cost of stone including royality & carriage upto pucca place (dump site) (size 18-40 kg) 120 cum 757.31 per cum

2 Cost of G.I crate wire (including GST) 950.4 Kg 71.39 per cum

COST OF LABOUR (Crate Wire Structure)

Sr. No. Particulars Qty Unit Rate (With GST)) Amount

1 Earthwork in excavation for bed of wire crate 72 cum 38.98

2 Weaving of wire crate in mesh size 15cmX15cm 432 Sqm 61.1

3 Spreading of wire crate over stone pitching & connecting all sides 432 Sqm 73.75

4 Filling of stones in wire crate by hand packing manual labour 120 cum 338.17

WORK-2 :-Stone Masonry Land Protection Sturcture/ Soil Erosion Land Village Haryal, Tehsil Dharkalan, Distt. Pathankot.

Est. No. D.B, dated Amount 629271/-

Abstract of Cost

Sr. No. Particulars Cost of Material Cost of Labour Other Expediture Total

1 Crate wire Structure 380986 248285 0

Crate Wire Structure

COST OF MATERIAL (Crate Wire Structure)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cost of stone including royality & carriage upto pucca place (dump site) (size 18-40 kg) 334.5 cum 685.64 per cum

2 Cost of G.I crate wire (including GST) 2124.1 Kg 71.39 per cum

COST OF LABOUR (Crate Wire Structure)

Sr. No. Particulars Qty Unit Rate (With GST)) Amount

1 Earthwork in excavation for bed of wire crate 127.5 cum 38.98

2 Weaving of wire crate in mesh size 15cmX15cm 965.5 Sqm 61.1

3 Spreading of wire crate over stone pitching & connecting all sides 965.5 Sqm 73.75

4 Filling of stones in wire crate by hand packing manual labour 334.5 cum 338.17

WORK-3 :-Stone Masonry Land Protection Sturcture/ Soil Erosion Land Village Lehroon, Tehsil Dharkalan, Distt. Pathankot.

Est. No. D.B, dated Amount 749932/-

Abstract of Cost

Sr. No. Particulars Cost of Material Cost of Labour Other Expediture Total

1 Retaining Wall 482837 267095 -

COST OF MATERIAL (Retaining Wall)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cement 281 Bags 299.99 per bag with gst

2 Sand 48.85 cum 1054.82 per cum

3 Bajri 12.47 cum 644.1 per cum

4 Stone 1.7 Cum 738.84 per cum

5 Gatka 153 cum 797.27 per cum

COST OF LABOUR (Retaining Wall)

Sr. No. Particulars Qty Unit Rate (With GST)) Amount

1 Earthwork in excavation of foundation of structure 48 cum 38.98

2 Laying of stone aggregate in foundation beds in 1:6:12 (CSR No. 10.8b (i)) 12.6 cum 1396.94

3 Squard rubble Stone Masonary in 1:5 cs mortar below ground Level 50.4 cum 2999.31

4 Squared rubble stone masonary 1:5 cs mortar Above Ground level 88.8 cum 2999.31

5 D.P.C|.1:2:3 top of wall 1.89 Cum 1396.94

WORK-4 :-Stone Masonry Land Protection Sturcture/ Soil Erosion Land Village Patrawan, Tehsil Dharkalan, Distt. Pathankot.

Est. No. D.B, dated Amount 1495704/-

Abstract of Cost

Sr. No. Particulars Cost of Material Cost of Labour Other Expediture Total

1 Retaining Wall 554475 941132 -

COST OF MATERIAL (Retaining Wall)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cement 556.07 Bags 299.99 per bag with gst

2 Sand 96.98 cum 1119.08 per cum

3 Bajri 27.92 cum 706.41 per cum

4 Stone 3.18 Cum 801.59 per cum

5 Gatka 298.57 cum 860.3 per cum

COST OF LABOUR (Retaining Wall)

Sr. No. Particulars Qty Unit Rate (With GST)) Amount

1 Earthwork in excavation of foundation of structure 141 cum 38.98

2 Laying of stone aggregate in foundation beds in 1:6:12 (CSR No. 10.8b (i)) 28.2 cum 1396.94

3 Squard rubble Stone Masonary in 1:5 cs mortar below ground Level 112.8 cum 2999.31

4 Squared rubble stone masonary 1:5 cs mortar Above Ground level 158.63 cum 2999.31

5 D.P.C|.1:2:3 top of wall 3.53 Cum 1396.94

WORK-5 :- Soi Erosion Land Protection Work, Village Narianpur , Tehsil Dharakalan Distt. Pathankot.

Estimate Sanction No. /D.B. Dated 2026, Amount 736024/-

Abstract of Cost

Sr. No. Particulars Cost of Material Cost of Labour Other Expediture Total

1 Retaining Wall 59725 134551 -

2 Crate Wire Sturcture 331277 210471 -

COST OF MATERIAL (Retaining Wall)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cement 77 Bags 299.99 per bag with gst

2 Sand 13.32 cum 827.3 per cum

3 Bajri 3.17 cum 416.58 per cum

4 Stone 0.43 Cum 511.32 per cum

5 Gatka 42.24 cum 569.75 per cum

COST OF LABOUR (Retaining Wall)

Sr. No. Particulars Qty Unit Rate (With GST)) Amount

1 Earthwork in excavation of foundation of structure 45.6 cum 38.98

2 Laying of stone aggregate in foundation beds in 1:6:12 (CSR No. 10.8b (i)) 3.2 cum 1396.94

3 Squard rubble Stone Masonary in 1:5 cs mortar below ground Level 12.8 cum 2999.31

4 Squared rubble stone masonary 1:5 cs mortar Above Ground level 25.6 cum 2999.31

5 D.P.C.1:2:4 top of Wall 0.48 Cum 1396.94

Crate Wire Structure,

COST OF MATERIAL (Crate Wire Structure)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cost of stone including royality & carriage upto pucca place (dump site) (size 18-40 kg) 270 cum 733.09 per cum

2 Cost of G.I crate wire (including GST) 1867.8 Kg 71.39 per cum

COST OF LABOUR (Crate Wire Structure)

Sr. No. Particulars Qty Unit Rate (With GST)) Amount

1 Earthwork in excavation for bed of wire crate 120 cum 38.98

2 Weaving of wire crate in mesh size 15cmX15cm 849 Sqm 61.1

3 Spreading of wire crate over stone pitching & connecting all sides 849 Sqm 73.75

4 Filling of stones in wire crate by hand packing manual labour 270 cum 338.17

WORK-6 :-Stone Masonry Land Protection Sturcture/ Soil Erosion Land Village Bhnguri Tehsil Dharkalan, Distt. Pathankot.

Est. No. D.B, dated Amount 1380176 /-

Abstract of Cost

Sr. No. Particulars Cost of Material Cost of Labour Other Expediture Total

1 Crate wire Structure-1 155310 84309 0

2 Crate wire Structure-2 135984 73847 0

3 Crate wire Structure-3 290588 157550 0

4 Retaining Wall 180244 302344 0

Crate Wire Structure-1

COST OF MATERIAL (Crate Wire Structure)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cost of stone including royality & carriage upto pucca place (dump site) (size 18-40 kg) 108 cum 942.89 per cum

2 Cost of G.I crate wire (including GST) 749.1 Kg 71.39 per cum

COST OF LABOUR (Crate Wire Structure)

Sr. No. Particulars Qty Unit Rate (With GST)) Amount

1 Earthwork in excavation for bed of wire crate 48 cum 38.98

2 Weaving of wire crate in mesh size 15cmX15cm 340.5 Sqm 61.1

3 Spreading of wire crate over stone pitching & connecting all sides 340.5 Sqm 73.75

4 Filling of stones in wire crate by hand packing manual labour 108 cum 338.17

Crate Wire Structure-2

COST OF MATERIAL (Crate Wire Structure)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cost of stone including royality & carriage upto pucca place (dump site) (size 18-40 kg) 94.5 cum 942.89 per cum

2 Cost of G.I crate wire (including GST) 656.7 Kg 71.39 per cum

COST OF LABOUR (Crate Wire Structure)

Sr. No. Particulars Qty Unit Rate (With GST)) Amount

1 Earthwork in excavation for bed of wire crate 42 cum 38.98

2 Weaving of wire crate in mesh size 15cmX15cm 298.5 Sqm 61.1

3 Spreading of wire crate over stone pitching & connecting all sides 298.5 Sqm 73.75

4 Filling of stones in wire crate by hand packing manual labour 94.5 cum 338.17

Crate Wire Structure-3

COST OF MATERIAL (Crate Wire Structure)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cost of stone including royality & carriage upto pucca place (dump site) (size 18-40 kg) 202.5 cum 942.89 per cum

2 Cost of G.I crate wire (including GST) 1395.9 Kg 71.39 per cum

COST OF LABOUR (Crate Wire Structure)

Sr. No. Particulars Qty Unit Rate (With GST)) Amount

1 Earthwork in excavation for bed of wire crate 90 cum 38.98

2 Weaving of wire crate in mesh size 15cmX15cm 634.5 Sqm 61.1

3 Spreading of wire crate over stone pitching & connecting all sides 634.5 Sqm 73.75

4 Filling of stones in wire crate by hand packing manual labour 202.5 cum 338.17

COST OF MATERIAL (Retaining Wall)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cement 192 Bags 299.99 per bag with gst

2 Sand 33.34 cum 1037.16 per cum

3 Bajri 1.08 cum 721.18 per cum

4 Stone 7.92 Cum 626.44 per cum

5 Gatka 105.6 cum 779.61 per cum

COST OF LABOUR (Retaining Wall)

Sr. No. Particulars Qty Unit Rate (With GST)) Amount

1 Earthwork in excavation of foundation of structure 40 cum 38.98

2 Laying of stone aggregate in foundation beds in 1:6:12 (CSR No. 10.8b (i)) 8 cum 1396.94

3 Squard rubble Stone Masonary in 1:5 cs mortar below ground Level 64 cum 2999.31

4 Squared rubble stone masonary 1:5 cs mortar Above Ground level 32 cum 2999.31

5 D.P.C.1:2:4 top of Wall 1.2 Cum 1396.94

WORK-7 :-Stone Masonary Land Protection Sturcture/ Soil Erosion Land , Village Narainpur, Tehsil Dharkalan, Distt. Pathankot.

Est. no. /D.B, dated , Amount 1297653/-

Abstract of Cost

Sr. No. Particulars Cost of Material Cost of Labour Other Expediture Total

1 Crate wire Structure 452697 287603 0

Crate Wire Structure,

COST OF MATERIAL (Crate Wire Structure)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cost of stone including royality & carriage upto pucca place (dump site) (size 18-40 kg) 369 cum 733.09 per cum

2 Cost of G.I crate wire (including GST) 2552 Kg 71.39 per cum

COST OF LABOUR (Crate Wire Structure)

Sr. No. Particulars Qty Unit Rate (With GST)) Amount

1 Earthwork in excavation for bed of wire crate 164 cum 38.98

2 Weaving of wire crate in mesh size 15cmX15cm 1160 Sqm 61.1

3 Spreading of wire crate over stone pitching & connecting all sides 1160 Sqm 73.75

4 Filling of stones in wire crate by hand packing manual labour 369 cum 338.17

WORK-8 :-Stone Masonary Land Protection Sturcture/ Soil Erosion Land, Village Hara Sukhniyal, Tehsil Dharkalan, Distt. Pathankot.

Est. no. /D.B, dated , Amount 900140/-

Abstract of Cost

Sr. No. Particulars Cost of Material Cost of Labour Other Expediture Total

1 Crate wire Structure 553045 347095 0

Crate Wire Structure,

COST OF MATERIAL (Crate Wire Structure)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cost of stone including royality & carriage upto pucca place (dump site) (size 18-40 kg) 445.5 cum 748.02 per cum

2 Cost of G.I crate wire (including GST) 3078.9 Kg 71.39 per cum

COST OF LABOUR (Crate Wire Structure)

Sr. No. Particulars Qty Unit Rate (With GST)) Amount

1 Earthwork in excavation for bed of wire crate 198 cum 38.98

2 Weaving of wire crate in mesh size 15cmX15cm 1399.5 Sqm 61.1

3 Spreading of wire crate over stone pitching & connecting all sides 1399.5 Sqm 73.75

4 Filling of stones in wire crate by hand packing manual labour 445.5 cum 338.17