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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.5 LAccepted-AOC | ₹52.5 L | L1 | Accepted-AOC less bid |
| 2 | L2₹53.0 L+₹45,580.59 (0.87%)Rejected-AOC SECOND FLOOR SCO 5 TDI CITY SECTOR 118 MOHALI PUNJAB | ₹53.0 L+₹45,580.59 (0.87%) | L2 | Rejected-AOC more bid |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
17 Aug 2026, 9:00 amClosed
DIVISIONAL SOIL CONSERVATION OFFICER, SAS NAGAR
Soil Conservation Complex, Sector 56, SAS Nagar
Construction of Field drop Structures at Village Nurangpur Jhandiyan Haripur and Kalewal Bholon Bhangala Repair of Spillway of WHS Haripur Majri
2026_DOA_173093_1
DSWC/MOH/2026-2027/07
Open Tender
Civil Works
Percentage
90 days
Ropar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,500
₹1.1 L
9 Sept 2026
5 Aug 2026
17 Aug 2026
5 Aug 2026
17 Aug 2026
5 Aug 2026
DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB
Tender No. DSWC/MOH/2026-27/07
Construction of Field Drop Structures at Village Nurangpur Jhandiyan,Haripur & Kelawal Bholon, BhangalanConstruction of Repir of of Spillway of Water Harvesting Structue in Village Haripur and Majri Construction of Crate Wire Structures at Village bhangala,bardar, Construction of Stone masonary ROC Village Haripur, Construction of WRS Majri, Under Sub Division Rupnagar Tehsil & Distt. Rupnagar.
RATES FOR CIVIL WORK( Approved by CCS PUNJAB Chandigarh)
Name & Address of Firm/ Bidder
Total Estimated Cost
Quoted by Contractor (as %age less of estimated Amount) Less (-%) Amount Quoted
S.No. Item of Work Qty. Unit Rate Total
1 For Construction of Repair of Spillway of Water Harvesting Project Village Haripur ,Tehsil & District Rupnagar
Estimate San.No. 1624 Dated 14-07-2025 for Rs. 447000.00/-
A. FIELD DROP STRUCTURE 1,3 and 5
1.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.6 as per PWD specifications 21.3 Per Cum 37
1.02 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.7 b (i) as per PWD specifications. 2.34 Per Cum 3259
1.03 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 1.98 Per Cum 4801.99
1.04 First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level CSR 11.7 21.15 Per Cum 5318
1.05 Dismantling Cement plaster CSR 8.31 26.64 Per Sqm 5780
1.06 Plaster 1:4 10 mm thick CSR 15.6 as per PWD specifications. 62.4 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
B. FIELD DROP STRUCTURE 2,4 and 6
3.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 10.62 Per Cum 37
3.02 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 1.2 Per Cum 3259
3.03 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 0.855 Per Cum 4801.99
3.04 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 9.78 Per Cum 5318
3.05 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 10.65 Per Cum 5780
3.06 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 27.54 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
TOTAL PROJECT COST 447299
TOTAL PROJECT COST (SAY) 447000
2 For Construction of Repair of Spillway of Water Harvesting Project Village Majri ,Tehsil & District Rupnagar
Estimate San.No. 11805 Dated 17-07-2025 for Rs. 10,10,600/-
A. Repair of Spillway of Water Harvesting Structure
2.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.6 as per PWD specifications 209.86 Per Cum 38.98
2.02 PCC in 1:8:16 195.2 Per Cum 69
2.04 Brick on edge flooring with bricks of class designation 105 including cement slurry etc. complete in cement mortar 1:4 with FPS bricks and deductions in item no 11.7 as per note (ii) of chapter -11 of CSR-2020 28.68 Per Cum 4679 8180.23
2.05 Dismanteling cement plaster 90.69 Per Cum 5095.29
2.06 100 mm thick cement plaster mortar ratio 1:4 228.18 Per Sqm 176.6
GST DIFFERNCE 12% TO 18% @5.35% 44451.33
3 For Construction of Field Drop & Crate Wire Project Village Nurangpur Jhandiyan ,Tehsil & District Rupnagar
Estimate San.No. 1753 Dated 23-07-2025 for Rs.564300 .00/-
A. FIELD DROP STRUCTURE 1
3.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 8.18 Per Cum 37 311.91
3.02 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 0.87 Per Cum 3254 2737.56
3.03 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 0.7 Per Cum 4802
3.04 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 7.38 Per Cum 5318
3.05 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 8.92 Per Cum 5780
3.06 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 20.8 Per Sqm 202.7
SUB TOTAL 101422.32
GST DIFFERNCE 12% TO 18% @5.35%
B. FIELD DROP STRUCTURES 2 & 4
3.07 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 22.76 Per Cum 37
3.08 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 2.36 Per Cum 3259
3.09 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 1.62 Per Cum 4802
3.1 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 18.24 Per Cum 5318
3.11 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 29.14 Per Cum 5780
3.12 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 53.06 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
C. FIELD DROP STRUCTURE 3
3.13 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 3.576 Per Cum 37
3.14 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 0.4 Per Cum 3299
3.15 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 0.29 Per Cum 4685
3.16 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 3.26 Per Cum 5318
3.17 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 3.55 Per Cum 5780
3.18 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 8.86 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
D. CRATE WIRE STRUCTURE 6
3.19 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 10.5 Per Cum 37
3.2 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 88.5 Per Sqm 187
3.21 Spreading of wire crates as per PWD specifications CSR 23.37 88.5 Per Sqm 70
3.22 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 25.2 Per Cum 1384
GST DIFFERNCE 12% TO 18% @5.35%
E. CRATE WIRE STRUCTURE 7
3.23 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 7.5 Per Cum 37
3.24 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 62.7 Per Sqm 187
3.25 Spreading of wire crates as per PWD specifications CSR 23.37 62.7 Per Sqm 70
3.26 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 18 Per Cum 1384
GST DIFFERNCE 12% TO 18% @5.35%
TOTAL PROJECT COST 564300
4 For Construction of Field Drop & Crate Wire Project Village Kelawal Bholon ,Tehsil & District Rupnagar
Estimate San.No. 13186 Dated 06-08-2025 for Rs.767200/-
A. FIELD DROP STRUCTURES 1,2,3,6,7,8,9 & 11
9.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 28.32 Per Cum 37
9.02 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 3.2 Per Cum 3259
9.03 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 23.52 Per Cum 5318
9.04 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 28.4 Per Cum 5780
9.05 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 2.32 Per Cum 4802
9.06 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 41.28 Per Sqm 202.7
SUB TOTAL 320216.1
GST DIFFERNCE 12% TO 18% @5.35%
B. FIELD DROP STRUCTURE 4,10 & 13
9.07 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 21.36 Per Cum 37
9.08 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 2.43 3259 3259
9.09 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 20.73 Per Cum 5318
9.1 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 26.52 Per Cum 5780
9.11 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 2.07 Per Cum 4802
9.12 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 38.22 Per Sqm 202.7
SUB TOTAL 289924.76
GST DIFFERNCE 12% TO 18% @5.35%
TOTAL 305435.73
C. FIELD DROP STRUCTURE 5
9.13 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 3.54 Per Cum 37
9.14 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 0.4 Per Cum 3259
9.15 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 2.94 Per Cum 5318
9.16 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 2.81 Per Cum 5780
9.17 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.29 Per Cum 4802
9.18 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 4.66 Per Sqm 202.7
SUB TOTAL 35648.46
GST DIFFERNCE 12% TO 18% @5.35%
D. FIELD DROP STRUCTURE 12
9.19 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 7.29 Per Cum 37
9.2 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 0.84 Per Cum 3259
9.21 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 5.96 Per Cum 5318
9.22 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 7.3 Per Cum 5780
9.23 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.69 Per Cum 4802
9.24 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 11.06 Per Sqm 202.7
SUB TOTAL 82451.81
GST DIFFERNCE 12% TO 18% @5.35%
5 For Construction of Stone Masonary Water Recharging Str & Crate Wire Project Village Majri ,Tehsil & District Rupnagar
Estimate San.No. 13212 Dated 06-08-2025 for Rs.2159300 .00/-
A. STONE MASONARY WATER RECHARGING STRUCTURE 4
1.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 55.92 Per Cum 37
1.02 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 8.48 Per Cum 3259
1.03 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 39.2 Per Cum 5318
1.04 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 71.33 Per Cum 5780
1.05 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 2.81 Per Cum 4802
1.06 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 76.3 Per Sqm 202.7
1.07 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 30 Per Sqm 187
1.08 Spreading of wire crates as per PWD specifications CSR 23.37 Per Sqm 70
1.09 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 7 Per Cum 1384
GST DIFFERNCE 12% TO 18% @5.35%
B. STONE MASONARY WATER RECHARGING STRUCTURE 5
1.1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 63.13 Per Cum 37
1.11 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 9.78 Per Cum 3259
1.12 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 44.8 Per Cum 5318
1.13 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 77.48 Per Cum 5780
1.14 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 2.96 Per Cum 4802
1.15 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 82.8 Per Sqm 202.7
1.16 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 34 Per Sqm 187
1.17 Spreading of wire crates as per PWD specifications CSR 23.37 Per Sqm 70
1.18 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 8 Per Cum 1384
SUB TOTAL 771097.11
GST DIFFERNCE 12% TO 18% @5.35%
6 For Construction of Field Drop & Crate Wire Project Village Bangala,Tehsil & District Rupnagar
Estimate San.No. 13224 Dated 06-08-2025 for Rs.881900/-
A. FIELD DROP STRUCTURE 1
2.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 3.54 Per Cum 37
2.02 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 0.4 Per Cum 3259
2.03 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 2.94 Per Cum 5318
2.04 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 3.55 Per Cum 5780
2.05 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.29 Per Cum 4802
2.06 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 6.36 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
B. FIELD DROP STRUCTURES 2,3,5,6 & 7
2.07 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 36.75 Per Cum 37
2.08 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 4.2 Per Cum 3259
2.09 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 34.55 Per Cum 5318
2.1 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 44.2 Per Cum 5780
2.11 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 3.45 Per Cum 4802
2.12 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 71.7 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
C. FIELD DROP STRUCTURE 4
2.07 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 10.66 Per Cum 37
2.08 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 1.18 Per Cum 3259
2.09 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 8.76 Per Cum 5318
2.1 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 14.57 Per Cum 5780
2.11 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 0.81 Per Cum 4802
2.12 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 17.4 Per Sqm 202.7
GST DIFFERNCE 12% TO 18% @5.35%
D. CRATE WIRE STRUCTURE 1
2.13 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 7.5 Per Cum 37
2.14 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 61.81 Per Sqm 187
2.15 Spreading of wire crates as per PWD specifications CSR 23.37 Per Sqm 70
2.16 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 16.1 Per Cum 1384
GST DIFFERNCE 12% TO 18% @5.35%
E. CRATE WIRE STRUCTURE 2
2.17 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 22.5 Per Cum 37
2.18 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 198.1 Per Sqm 187
2.19 Spreading of wire crates as per PWD specifications CSR 23.37 Per Sqm 70
2.2 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 57 Per Cum 1384
GST DIFFERNCE 12% TO 18% @5.35%
7 For Construction of Repair of Spillway of Water Harvesting Project Village Haripur ,Tehsil & District Rupnagar
Estimate San.No. 1346 Dated 30/06/2025 for Rs. 3,22,400/-
A. Repair of Spillway of Water Harvesting Structure
2.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.6 as per PWD specifications 21.05 Per Cum 200
2.02 PCC in 1:8:16 9.48 Per Cum 3148
2.03 PCC in 1:2:4 5.91 Per Cum 4679
2.04 Brick on edge flooring with bricks of class designation 105 including cement slurry etc. complete in cement mortar 1:4 with FPS bricks and deductions in item no 11.7 as per note (ii) of chapter -11 of CSR-2020 25.02 Per Cum 5082.5
2.05 Dismanteling cement plaster 54 Per Cum 40
2.06 100 mm thick cement plaster mortar ratio 1:4 89.7 Per Sqm 176.6
GST DIFFERNCE 12% TO 18% @5.35% 11067.59
S.No. Item of Work Qty. Unit Rate Total
1 For Construction of Rainwater recharging Cum Silt Detention Project Village Bherua ,Tehsil Garhshankar, Block Mahilpur, District Hoshiarpur
Estimate San.No. 10563 Dated 23-06-2025 for Rs. 3991100.00/-
A. RAINWATER RECHARGING CUM SILT DETENTION STRUCTURE
1.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 256 Per Cum 38.98 9978.88
1.02 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 41.74 Per Cum 3303.78 137899.78
1.03 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 341.28 Per Cum 5602.51 1912024.61
1.04 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 215.52 Per Cum 5602.51 1207452.96
1.05 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (ii) as per PWD specifications. 47.79 Per Cum 4929.32 235572.2
1.06 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 353.62 Per Sqm 213.54 75512.01
1.07 Carriage of Stone/Boulder From Quary Site to Dump Site CSR 5.2(i) 612.48 Per Cum 491.34 300935.92
1.08 Sign Board 1 Per No. 3000 3000
SUB TOTAL 3882376.37
B. STONE WIRE CRATES
1.09 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 34 Per Cum 38.98 1325.32
1.1 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 152 Per Sqm 197 29944
1.11 Spreading of wire crates as per PWD specifications CSR 23.37 152 Per Sqm 73.75 11210
1.12 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 34 Per Cum 1458.04 49573.36
1.13 Carriage of Stone/Boulder From Quary Site to Dump Site CSR 5.2(i) 34 Per Cum 491.34 16705.56
SUB TOTAL 108758.24
TOTAL 3991134.61
2 For Construction of Rainwater recharging Cum Silt Detention Project Village Mailli ,Tehsil Garhshankar, Block Mahilpur, District Hoshiarpur
Estimate San.No. 10559 Dated 23-06-2025 for Rs. 2162900.00/-
A. RAINWATER RECHARGING CUM SILT DETENTION STRUCTURE
2.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 146.09 Per Cum 38.98 5694.59
2.02 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (i) as per PWD specifications. 23.21 Per Cum 3303.78 76680.73
2.03 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 180.26 Per Cum 5602.51 1009908.45
2.04 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as per PWD specifications. 122.18 Per Cum 5602.51 684514.67
2.05 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (i) as per PWD specifications. 24.92 Per Cum 4929.32 122838.65
2.06 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 185.03 Per Sqm 213.54 39511.31
2.07 Carriage of Stone/Boulder From Quary Site to Dump Site CSR 5.2(i) 332.68 Per Cum 473.74 157603.82
2.08 Sign Board 1 Per No. 3000 3000
SUB TOTAL 2099752.23
B. STONE WIRE CRATES
2.09 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 20 Per Cum 38.98 779.6
2.1 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 88 Per Sqm 197 17336
2.11 Spreading of wire crates as per PWD specifications CSR 23.37 88 Per Sqm 73.75 6490
2.12 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 20 Per Cum 1458.04 29160.8
2.13 Carriage of Stone/Boulder From Quary Site to Dump Site CSR 5.2(i) 20 Per Cum 473.74 9474.8
SUB TOTAL 63241.2
TOTAL 2162993.43
3 For Construction Flood Control Cum land Protection works Village Badowal ,Tehsil Garhshankar, Block Mahilpur, District Hoshiarpur
Estimate San.No. 10573 Dated 23-06-2025 for Rs. 1327600.00/-
3.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 230.47 Per Cum 38.98 8983.7206
3.02 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 1657.55 Per Sqm 197 326537.35
3.03 Spreading of wire crates as per PWD specifications CSR 23.37 1657.55 Per Sqm 73.75 122244.3125
3.04 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 452.9 Per Cum 1458.04 660346.316
3.05 Carriage of Stone/Boulder From Quary Site to Dump Site CSR 5.2(i) 452.9 Per Cum 456.1 206567.69
3.06 Sign Board 1 Per No. 3000 3000
SUB TOTAL 1327679.39
TOTAL 1327679.39
4 Runoff Control Cum land Protection works Village Lalwan ,Tehsil Garhshankar, Block Mahilpur, District Hoshiarpur
Estimate San.No. 1037 Dated 13-06-2025 for Rs. 690800.00/-
4.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 109 Per Cum 38.98 4248.82
4.02 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 871.95 Per Sqm 197 171774.15
4.03 Spreading of wire crates as per PWD specifications CSR 23.37 871.95 Per Sqm 73.75 64306.3125
4.04 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 236.5 Per Cum 1458.04 344826.46
4.05 Carriage of Stone/Boulder From Quary Site to Dump Site CSR 5.2(i) 236.5 Per Cum 434.11 102667.015
4.06 Sign Board 1 Per No. 3000 3000
SUB TOTAL 690822.76
TOTAL 690822.76
5 For Construction Erosion Control Cum land Protection works Village Gajjar ,Tehsil Garhshankar, Block Mahilpur, District Hoshiarpur
Estimate San.No. 1034 Dated 13-06-2025 for Rs. 550700.00/-
5.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 85 Per Cum 38.98 3313.3
5.02 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 754.74 Per Sqm 197 148683.78
5.03 Spreading of wire crates as per PWD specifications CSR 23.37 754.74 Per Sqm 73.75 55662.075
5.04 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 178.5 Per Cum 1458.04 260260.14
5.06 Carriage of Stone/Boulder From Quary Site to Dump Site CSR 5.2(i) 178.5 Per Cum 447.31 79844.835
5.07 Sign Board 1 Per No. 3000 3000
SUB TOTAL 550764.13
TOTAL 550764.13
6 For Construction of Stone Masonary ROC Structures 1-6 and Stone Wire Crates Village Gaddiwal ,Tehsil Garhshankar, Block Garhshankar, District Hoshiarpur
Estimate San.No. 1082 Dated 17-06-2025 for Rs. 616000.00/-
A. RAINWATER RECHARGING CUM SILT DETENTION STRUCTURE
6.01 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 85.52 Per Cum 38.98 3333.57
6.02 C.C. 1:6:12 in foundation with 40 mm gauge stone aggregate CSR 10.6 b (ii) as per PWD specifications. 7.86 Per Cum 3433.35 26986.13
6.03 Squared Rubbled Masonary 1:5 Below Ground Level and Below Plinth Level CSR 12.17 38.48 Per Cum 5602.51 215584.58
6.04 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 as and 12.25 per PWD specifications. 33.75 Per Cum 6089.23 205511.51
6.05 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a (i) as per PWD specifications. 2.66 Per Cum 5058.9 13456.67
6.06 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 56.85 Per Sqm 213.54 12139.75
6.07 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 203.8 Per Sqm 197 40148.6
6.08 Spreading of wire crates as per PWD specifications CSR 23.37 203.8 Per Sqm 73.75 15030.25
6.09 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 57.5 Per Cum 1458.04 83837.3
SUB TOTAL 616028.37
TOTAL 616028.37
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