Stone Masonry Land Protection Structure Soil Erosion Land

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/2026-2027/08

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

Stone Masonry Land Protection Structure/ Soil Erosion Land, Village Harha, Dhar Khurd, Treti Narangpur ( Pathrili Choe), Dunera and Patralwan, 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 6849375

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

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

Est. No. D.B, dated Amount 604200/-

Abstract of Cost

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

1 Crate wire Structure 373697 230503 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) 384 cum 685.64 per cum

2 Cost of G.I crate wire (including GST) 1546.6 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 150 cum 38.98

2 Weaving of wire crate in mesh size 15cmX15cm 703 Sqm 61.1

3 Spreading of wire crate over stone pitching & connecting all sides 703 Sqm 73.75

4 Filling of stones in wire crate by hand packing manual labour 384 cum 338.17

WORK-2 :- Soi Erosion Land Protection Work, Village Dhar Khurd , Tehsil Dharakalan Distt. Pathankot.

Estimate Sanction No. /D.B. Dated 2026, Amount 955300/-

Abstract of Cost

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

1 Retaining Wall 179913 333726 -

2 Crate Wire Sturcture 286543 155118 -

COST OF MATERIAL (Retaining Wall)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cement 197 Bags 299.99 per bag with gst

2 Sand 34.39 cum 1008.98 per cum

3 Bajri 9.9 cum 596.31 per cum

4 Stone 1.13 Cum 691.5 per cum

5 Gatka 105.88 cum 750.21 per cum

COST OF LABOUR (Retaining Wall)

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

1 Earthwork in excavation of foundation of structure 50 cum 38.98

2 Laying of stone aggregate in foundation beds in 1:6:12 (CSR No. 10.8b (i)) 10 cum 1396.94

3 Squard rubble Stone Masonary in 1:5 cs mortar below ground Level 40 cum 2999.31

4 Squared rubble stone masonary 1:5 cs mortar Above Ground level 56.25 cum 2999.31

5 D.P.C.1:2:4 top of Wall 1.25 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) 210 cum 914.26 per cum

2 Cost of G.I crate wire (including GST) 1324.4 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 75 cum 38.98

2 Weaving of wire crate in mesh size 15cmX15cm 602 Sqm 61.1

3 Spreading of wire crate over stone pitching & connecting all sides 602 Sqm 73.75

4 Filling of stones in wire crate by hand packing manual labour 210 cum 338.17

WORK-3:- Soil Erosion Land Protection Work, Village Treti Narangpur (Pathrili Choe) , Tehsil Dharakalan Distt. Pathankot.

Estimate Sanction No. /D.B. Dated 2026, Amount 2789597 /-

Abstract of Cost

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

1 Rain Water Harvesting Stucture 203119 435106 -

2 Renovation of Rain Water Harvesting Stucture 253942 708718 -

3 Retaining Wall 344517 760446 -

4 Run off Control Structure 27247 56420 -

COST OF MATERIAL (RWHS)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cost of Cement including carriage 275 Bags 299.99 per bag with gst

2 Cost of Crushed Sand 44.96 cum 830.65 per cum

3 Cost of Stone Aggregate 9.46 cum 417.98 per cum

4 Cost of Bajri 6.07 Cum 513.17 per cum

5 Cost of Boulder 03 tp 18 Kg 133.26 cum 571.87 per cum

COST OF LABOUR (RWHS)

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

1 Earthwork in excavation of foundation of structure 59.29 cum 38.98

2 Laying of stone aggregate in foundation beds in 1:6:12 (CSR No. 10.8b (i)) 9.46 cum 1396.94

3 Squard rubble Stone Masonary in 1:5 cs mortar below ground Level 42.38 cum 2999.31

4 Squared rubble stone masonary 1:5 cs mortar Above Ground level 78.764 cum 2999.31

5 Cement Concreate on Top of wall 1:2:3 6.74 Cum 1396.94

6 Plaster work on side walls of sructure in 1:4 sand mortar 12.5mm thick 53.308 sqm 159.08

COST OF MATERIAL (Renovation of RWHS)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cost of Cement including carriage 333 Bags 299.99 per bag with gst

2 Cost of Crushed Sand 57.43 cum 830.65 per cum

3 Cost of Stone Aggregate 13.66 cum 417.98 per cum

4 Cost of Bajri 1.56 Cum 513.17 per cum

5 Cost of Boulder 03 tp 18 Kg 174.57 cum 571.87 per cum

COST OF LABOUR (Renovation RWHS)

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

1 Earthwork in excavation of foundation of structure 69 cum 38.98

2 Laying of stone aggregate in foundation beds in 1:6:12 (CSR No. 10.8b (i)) 13.8 cum 1396.94

3 Squard rubble Stone Masonary in 1:5 cs mortar below ground Level 55.2 cum 2999.31

4 Squared rubble stone masonary 1:5 cs mortar Above Ground level 103.5 cum 2999.31

5 Cement Concreate on Top of wall 1:2:3 1.73 Cum 1396.94

6 Plaster work on side walls of sructure in 1:4 sand mortar 12.5mm thick 138 sqm 159.08

7 1.2meter highG.I. barbed wire fencing with 1.8 meter angle iron posts 40x40x6mm placed every 3meter centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 9 horizontal lines and two diagonals interwoven with horizontal wires fixed with Gl staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause (CSR no. 24.43 (a) 152.4 M 556.92

8 Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects (CSR no. 25.4) 53.58 Hour 42.14

9 Making dewatering arrangement by pumping set 4" *4" (Tractor driven) (CSR no. 25.6) 53.58 Hour 912.33

COST OF MATERIAL (Retaining Wall)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cement 453 Bags 299.99 per bag with gst

2 Sand 78.3 cum 830.65 per cum

3 Bajri 21.78 cum 417.98 per cum

4 Stone 2.48 Cum 513.17 per cum

5 Gatka 232.93 cum 571.87 per cum

COST OF LABOUR (Retaining Wall)

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

1 Earthwork in excavation of foundation of structure 110 cum 38.98

2 Laying of stone aggregate in foundation beds in 1:6:12 (CSR No. 10.8b (i)) 22 cum 1396.94

3 Squard rubble Stone Masonary in 1:5 cs mortar below ground Level 88 cum 2999.31

4 Squared rubble stone masonary 1:5 cs mortar Above Ground level 123.75 cum 2999.31

5 Cement Concreate on Top of wall 1:2:3 2.75 Cum 1396.94

6 Plaster work on side walls of sructure in 1:4 sand mortar 12.5mm thick 165 sqm 159.08

COST OF MATERIAL (Run off Control Str)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cement 38 Bags 299.99 per bag with gst

2 Sand 6.33 cum 830.65 per cum

3 Bajri 2.38 cum 417.98 per cum

4 Stone 0.81 Cum 513.17 per cum

5 Gatka 16.05 cum 571.87 per cum

COST OF LABOUR (Run off Control Str.)

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

1 Earthwork in excavation of foundation of structure 11.99 cum 38.98

2 Laying of stone aggregate in foundation beds in 1:6:12 (CSR No. 10.8b (i)) 2.38 cum 1396.94

3 Squard rubble Stone Masonary in 1:5 cs mortar below ground Level 6.33 cum 2999.31

4 Squared rubble stone masonary 1:5 cs mortar Above Ground level 8.26 cum 2999.31

5 Cement Concreate on Top of wall 1:2:3 0.9 Cum 1396.94

6 Plaster work on side walls of sructure in 1:4 sand mortar 12.5mm thick 22.57 sqm 159.08

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

Est. no. /D.B, dated , Amount 739798/-

Abstract of Cost

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

1 Crate wire Structure-1 350976 181569 -

2 Crate wire Structure-2 134871 72382 -

Crate Wire Structure,

COST OF MATERIAL (Crate Wire Structure-1)

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) 246.5 cum 975.92 per cum

2 Cost of G.I crate wire (including GST) 1546.6 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 87.5 cum 38.98

2 Weaving of wire crate in mesh size 15cmX15cm 703 Sqm 61.1

3 Spreading of wire crate over stone pitching & connecting all sides 703 Sqm 73.75

4 Filling of stones in wire crate by hand packing manual labour 246.5 cum 338.17

Crate Wire Structure-2

COST OF MATERIAL (Crate Wire Structure-2)

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) 90 cum 975.92 per cum

2 Cost of G.I crate wire (including GST) 658.9 Kg 71.39 per cum

COST OF LABOUR (Crate Wire Structure-2)

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

1 Earthwork in excavation for bed of wire crate 40 cum 38.98

2 Weaving of wire crate in mesh size 15cmX15cm 299.5 Sqm 61.1

3 Spreading of wire crate over stone pitching & connecting all sides 299.5 Sqm 73.75

4 Filling of stones in wire crate by hand packing manual labour 90 cum 338.17

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

Estimate Sanction No. /D.B. Dated 2026, Amount 176480/-

Abstract of Cost

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

1 Retaining Wall 543741 936898 -

2 Crate Wire Sturcture 185069 94772 -

COST OF MATERIAL (Retaining Wall)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cement 540 Bags 299.99 per bag with gst

2 Sand 94.23 cum 1123.48 per cum

3 Bajri 23.76 cum 710.81 per cum

4 Stone 2.7 Cum 806 per cum

5 Gatka 297 cum 864.7 per cum

COST OF LABOUR (Retaining Wall)

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

1 Earthwork in excavation of foundation of structure 120 cum 38.98

2 Laying of stone aggregate in foundation beds in 1:6:12 (CSR No. 10.8b (i)) 24 cum 1396.94

3 Squard rubble Stone Masonary in 1:5 cs mortar below ground Level 96 cum 2999.31

4 Squared rubble stone masonary 1:5 cs mortar Above Ground level 174 cum 2999.31

5 D.P.C.1:2:4 top of Wall 3 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) 121.5 cum 1028.76 per cum

2 Cost of G.I crate wire (including GST) 841.5 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 54 cum 38.98

2 Weaving of wire crate in mesh size 15cmX15cm 382.5 Sqm 61.1

3 Spreading of wire crate over stone pitching & connecting all sides 382.5 Sqm 73.75

4 Filling of stones in wire crate by hand packing manual labour 121.5 cum 338.17