Stone masanry Land Protection Work and 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/2026-2027/04

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 (Crate Wire Structure), Village Lanzera, Water Harvesting Tank (Farm Pond), Village Dunera, Stone Masonary Land Protection Sturcture/ Soil Erosion Land (Retaining Wall), Village Dunera, Soil Erosion Land Protection Structure (Retaining Wall), Village Bakhatpur, Stone Masonary Land Protection Sturcture/ Soil Erosion Land (Retaining Wall), Village Dunera, Stone Masonary Land Protection Sturcture/ Soil Erosion Land (Crate Wire Structure), Stone Masonary Land Protection Sturcture/ Soil Erosion Land (Water Harvesting Tank), Village Patralwan, Village Dunera,Water Harvesting Tank , Village Karoli, Run Off Control Structure , Village Dhar Khurd ( Bani and Chhoti Choe), Stone Masonary Land Protection Sturcture/ Soil Erosion Land (Retaining Wall), Village Dhar Khurd, 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 4321450

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

WORK-1 :-Stone Masonary Land Protection Sturcture/ Soil Erosion Land (Crate Wire Structure), Village Lanzera Tehsil Dharkalan, Distt. Pathankot.

Est. No. 948/D.B, dated 11.06.2026, Amount 4,15,300/-

Abstract of Cost

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

1 Crate wire Structure 268885 146480 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) 1293.6 cum 71.39 per cum

2 Cost of G.I crate wire (including GST) 189 Kg 934.05 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 84 cum 38.98

2 Weaving of wire crate in mesh size 15cmX15cm 588 Sqm 61.1

3 Spreading of wire crate over stone pitching & connecting all sides 588 Sqm 73.75

4 Filling of stones in wire crate by hand packing manual labour 189 cum 338.17

WORK-2 :- Water Harvesting Tank (Farm Pond), Village Dunera, Tehsil Dharakalan Distt. Pathankot.

Estimate Sanction No. 996/D.B. Dated 11.06.2026, Amount 4,91,800/-

Abstract of Cost

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

1 Water Harvesting Tank (Farm Pond) 313345 176971 -

2 Wall Painting 0 0 1500

COST OF MATERIAL (WHT)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cost of Cement including carriage 188 Bags 299.99 per bag with gst

2 Cost of Crushed Sand 32.55 cum 1066.23 per cum

3 Cost of Stone Aggregate 11.26 cum 653.56 per cum

4 Cost of Bajri 1.65 Cum 748.74 per cum

5 Cost of Boulder 03 tp 18 Kg 95.7 cum 807.45 per cum

COST OF LABOUR (WHT)

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

1 Earthwork in excavation of foundation of structure 234.57 cum 38.98

2 Laying of stone aggregate in foundation beds in 1:6:12 (CSR No. 10.8b (i)) 11.37 cum 1396.94

3 Squard rubble Stone Masonary in 1:5 cs mortar below ground Level 36 cum 2999.31

4 Squared rubble stone masonary 1:5 cs mortar Above Ground level 51 cum 2999.31

5 Cement Concreate on Top of wall 1:2:3 1.83 Cum 1396.94

WORK-3 :- Stone Masonary Land Protection Sturcture/ Soil Erosion Land (Retaining Wall), Village Dunera Tehsil DharakalanDistt. Pathankot.

Estimate Sanction No. 936/D.B. Dated 11.06.2026, Amount 4,50,600/-

Abstract of Cost

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

1 Retaining Wall 158821 291808 -

COST OF MATERIAL (Retaining Wall)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cement 168 Bags 299.99 per bag with gst

2 Sand 29.14 cum 1045.99 per cum

3 Bajri 0.95 cum 730 per cum

4 Stone 92.4 Cum 788.43 per cum

5 Gatka 6.93 cum 635.26 per cum

COST OF LABOUR (Retaining Wall)

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

1 Earthwork in excavation of foundation of structure 35 cum 38.98

2 Laying of stone aggregate in foundation beds in 1:6:12 (CSR No. 10.8b (i)) 7 cum 1396.94

3 Squard rubble Stone Masonary in 1:5 cs mortar below ground Level 56 cum 3486.03

4 Squared rubble stone masonary 1:5 cs mortar Above Ground level 28 cum 2999.31

5 D.P.C|.1:2:3 top of wall 1.05 Cum 1396.94

WORK-4 :- Stone Masonary Land Protection Sturcture/ Soil Erosion Land (Retaining Wall), Village Bakhatpur Tehsil Dharakalan Distt. Pathankot.

Estimate Sanction No. 944/D.B. Dated 11.06.2026, Amount 4,80,600/-

Abstract of Cost

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

1 Retaining Wall 313076 167607 -

COST OF MATERIAL (RWHS)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cement 180 Bags 299.99 per bag with gst

2 Sand 31.24 cum 1023.9 per cum

3 Bajri 6.93 cum 612.63 per cum

4 Stone 0.94 Cum 707.92 per cum

5 Gatka 100.1 cum 766.35 per cum

COST OF LABOUR (RWHS)

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

1 Earthwork in excavation of foundation of structure 42 cum 38.98

2 Laying of stone aggregate in foundation beds in 1:6:12 (CSR No. 10.8b (i)) 7 cum 1396.94

3 Squard rubble Stone Masonary in 1:5 cs mortar below ground Level 35 cum 2999.31

4 Squared rubble stone masonary 1:5 cs mortar Above Ground level 56 cum 2999.31

5 Cement Concrete on top of wall 1:2:4 1.05 Cum 1396.94

WORK-5 :- Stone Masonary Land Protection Sturcture/ Soil Erosion Land (Retaining Wall), Village Dunera Tehsil Dharakalan Distt. Pathankot.

Estimate Sanction No. 908/D.B. Dated 11.06.2026, Amount 2,33,300/-

Abstract of Cost

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

1 Retaining Wall 148226 85104 -

COST OF MATERIAL (RWHS)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cement 92 Bags 299.99 per bag with gst

2 Sand 15.98 cum 1045.99 per cum

3 Bajri 0.81 cum 730 per cum

4 Stone 46.2 Cum 788.43 per cum

5 Gatka 5.94 cum 635.26 per cum

COST OF LABOUR (RWHS)

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

1 Earthwork in excavation of foundation of structure 24 cum 38.98

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

3 Squard rubble Stone Masonary in 1:5 cs mortar below ground Level 18 cum 2999.31

4 Squared rubble stone masonary 1:5 cs mortar Above Ground level 24 cum 3486.03

5 D.P.C.1:2:4 top of Wall 0.9 Cum 1396.94

WORK-6 :-Stone Masonary Land Protection Sturcture/ Soil Erosion Land (Crate Wire Structure), Village Dunera, Tehsil Dharkalan, Distt. Pathankot.

Abstract of Cost

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

1 Crate wire Structure 136624 253486 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) 1211.1 cum 71.39 per cum

2 Cost of G.I crate wire (including GST) 175.5 Kg 951.71 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 78 cum 38.98

2 Weaving of wire crate in mesh size 15cmX15cm 550.5 Sqm 61.1

3 Spreading of wire crate over stone pitching & connecting all sides 550.5 Sqm 73.75

4 Filling of stones in wire crate by hand packing manual labour 175.5 cum 338.17

WORK-7 :- Water Harvesting Tank , Village Patralwan, Tehsil Dharakalan Distt. Pathankot.

Estimate Sanction No. 781/D.B. Dated 05.06.2026, Amount 4,96,700/-

Abstract of Cost

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

1 Water Harvesting Tank 313345 181950 -

2 Wall Painting 0 0 1500

COST OF MATERIAL (WHT)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cost of Cement including carriage 188 Bags 299.99 per bag with gst

2 Cost of Crushed Sand 32.55 cum 1101.66 per cum

3 Cost of Stone Aggregate 11.26 cum 688.79 per cum

4 Cost of Bajri 1.65 Cum 783.98 per cum

5 Cost of Boulder 03 tp 18 Kg 95.7 cum 842.68 per cum

COST OF LABOUR (WHT)

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

1 Earthwork in excavation of foundation of structure 234.57 cum 38.98

2 Laying of stone aggregate in foundation beds in 1:6:12 (CSR No. 10.8b (i)) 11.37 cum 1396.94

3 Squard rubble Stone Masonary in 1:5 cs mortar below ground Level 36 cum 2999.31

4 Squared rubble stone masonary 1:5 cs mortar Above Ground level 51 cum 2999.31

5 Cement Concreate on Top of wall 1:2:3 1.83 Cum 1396.94

WORK-8 :- Water Harvesting Tank , Village Karoli, Tehsil Dharakalan Distt. Pathankot.

Estimate Sanction No. /D.B. Dated . . .2026, Amount 5,13,900/-

Abstract of Cost

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

1 Water Harvesting Tank 350534 161869 -

2 Wall Painting 0 0 1500

COST OF MATERIAL (WHT)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cost of Cement including carriage 211 Bags 299.99 per bag with gst

2 Cost of Crushed Sand 36.14 cum 854.85 per cum

3 Cost of Stone Aggregate 11.76 cum 442.18 per cum

4 Cost of Bajri 1.69 Cum 537.37 per cum

5 Cost of Boulder 03 tp 18 Kg 103.29 cum 596.07 per cum

COST OF LABOUR (WHT)

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

1 Earthwork in excavation of foundation of structure 266.37 cum 38.98

2 Laying of stone aggregate in foundation beds in 1:6:12 (CSR No. 10.8b (i)) 11.88 cum 1396.94

3 Squard rubble Stone Masonary in 1:5 cs mortar below ground Level 38.4 cum 2999.31

4 Squared rubble stone masonary 1:5 cs mortar Above Ground level 55.5 cum 2999.31

5 Cement Concreate on Top of wall 1:2:4 1.88 Cum 1396.94

6 12.5 mm Thick Cement Snat Plaster 1:4 77.2 Sqm 159.08

WORK-9 :- Run Off Control Structure , Village Dhar Khurd ( Bani and Chhoti Choe), Tehsil Dharakalan Distt. Pathankot.

Estimate Sanction No. /D.B. Dated . . .2026, Amount 4,59,790/-

Abstract of Cost

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

1 Run Off Control Structure ( Bani Choe) 83530 156080 -

2 Run Off Control Structure ( Chhoti Choe) 143620 76560 -

COST OF MATERIAL (Run Off Control Structure ( Bani Choe))

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cost of Cement including carriage 94.46 Bags 299.99 per bag with gst

2 Cost of Crushed Sand 16.17 cum 1008.98 per cum

3 Cost of Stone Aggregate 4.22 cum 596.31 per cum

4 Cost of Bajri 1.22 Cum 691.5 per cum

5 Cost of Boulder 03 tp 18 Kg 47.35 cum 750.21 per cum

COST OF LABOUR (Run Off Control Structure ( Bani Choe))

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

1 Earthwork in excavation of foundation of structure 23.78 cum 38.98

2 Laying of stone aggregate in foundation beds in 1:6:12 (CSR No. 10.8b (i)) 4.22 cum 1396.94

3 Squard rubble Stone Masonary in 1:5 cs mortar below ground Level 16.57 cum 2999.31

4 Squared rubble stone masonary 1:5 cs mortar Above Ground level 26.48 cum 2999.31

5 Cement Concreate on Top of wall 1:2:4 1.35 Cum 1396.94

6 12.5 mm Thick Cement Snat Plaster 1:4 33.74 Sqm 159.08

COST OF MATERIAL (Run Off Control Structure ( Chhhoti Choe))

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cost of Cement including carriage 86.41 Bags 299.99 per bag with gst

2 Cost of Crushed Sand 14.81 cum 1008.98 per cum

3 Cost of Stone Aggregate 3.78 cum 596.31 per cum

4 Cost of Bajri 1.06 Cum 691.5 per cum

5 Cost of Boulder 03 tp 18 Kg 43.6 cum 750.21 per cum

COST OF LABOUR (Run Off Control Structure ( Bani Choe))

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

1 Earthwork in excavation of foundation of structure 21.72 cum 38.98

2 Laying of stone aggregate in foundation beds in 1:6:12 (CSR No. 10.8b (i)) 3.78 cum 1396.94

3 Squard rubble Stone Masonary in 1:5 cs mortar below ground Level 15.06 cum 2999.31

4 Squared rubble stone masonary 1:5 cs mortar Above Ground level 24.58 cum 2999.31

5 Cement Concreate on Top of wall 1:2:4 1.18 Cum 1396.94

6 12.5 mm Thick Cement Snat Plaster 1:4 31.39 Sqm 159.08

WORK-10 :- Stone Masonary Land Protection Sturcture/ Soil Erosion Land (Retaining Wall), Village Dhar Khurd, Tehsil Dharakalan Distt. Pathankot.

Estimate Sanction No. /D.B. Dated . .2026, Amount 3,89,360/-

Abstract of Cost

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

1 Retaining Wall-1 135520 253840 -

COST OF MATERIAL (Retaining Wall)

Sr. No. Particulars Qty Unit Rate Rate unit Amount

1 Cement 150.96 Bags 299.99 per bag with gst

2 Sand 26.33 cum 991.37 per cum

3 Bajri 7.82 cum 578.7 per cum

4 Stone 0.89 Cum 673.88 per cum

5 Gatka 80.55 cum 732.59 per cum

COST OF LABOUR (Retaining Wall)

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

1 Earthwork in excavation of foundation of structure 39.5 cum 38.98

2 Laying of stone aggregate in foundation beds in 1:6:12 (CSR No. 10.8b (i)) 7.9 cum 1396.94

3 Squard rubble Stone Masonary in 1:5 cs mortar below ground Level 31.6 cum 2999.31

4 Squared rubble stone masonary 1:5 cs mortar Above Ground level 41.63 cum 2999.31

5 D.P.C.1:2:4 top of Wall 0.99 Cum 1396.94