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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹30.9 LAccepted-AOC CHANDIGARH | ₹30.9 L | 1 | Accepted-AOC Being lowest |
| 2 | 2₹31.0 LRejected-AOC LUDHIANA | LUDHIANA | PUNJAB | 141001 | ₹31.0 L | 2 | Rejected-AOC Being highest |
Tender Value
₹31.5 L
EMD Value
₹63,016
Closing Date
7 May 2026, 11:00 amClosed
Divisional Soil Conservation officer hoshiarpur
Room No. 440 to 444 ,4th floor admin Complex hoshiarpur
Construction of Stone Masonry Water Recharging and crate wire structures at Vill Labbar under Sub Division Talwara and at Vill Thana under sub division Hoshiarpur
2026_DOA_166592_2
DSWC/HSP/2025-2026/10
Open Tender
Civil Works
60 days
Different Villages of Talwara and hoshiarpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
₹63,016
13 May 2026
30 Apr 2026
7 May 2026
30 Apr 2026
7 May 2026
30 Apr 2026
DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB
Tender No. DSWC/HSP/2025-2026/10
Construction of Stone Masonry Water Recharging and Crate Wire Structure Vill. Labbar under sub division Talwara, Stone Masonry Water Recharging and Crate Wire Structure Vill. Thana under sub division Hoshiarpur
RATES FOR CIVIL WORK( Approved by CCS PUNJAB Chandigarh)
Name & Address of Firm/ Bidder
Total Estimated Cost 3150800
Quoted by Contractor (as %age less of estimated Amount) Less (-%) Amount Quoted
1. Stone Masonry Water Recharging and Crate Wire Structure
Village Labbar Tehsil Mukerian & Distt. Hoshiarpur
Estimate Sanction No. 13170 dated 06/08/2025 Amount = 974000/- o/o CCS Punjab, Chandigarh
1.1 Water recharging Structure
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 65.32 Per Cum 38.98
2 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.8(b)(ii) as per PWD specifications. 0.00_ Per Cum 3303.78
3 Squared Rubbled Masonary 1:5 Below Ground Level CSR 12.17 42.07 Per Cum 5602.51
4 Square rubble boulder masonary 1:5 above ground level CSR 12.17 & 12.25 as per PWD specifications. 95.28 Per Cum 6089.23
5 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a(ii) as per PWD specifications. 2.58 Per Cum 4929.32
6 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 48.13 Per Sqm 213.54
7 Carriage of material such as Boulder 151.09 Per Cum 337.94
1.2 Crate Wire Structure
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 10.6 Per Cum 38.98
2 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 0.00_ Per Sqm 197
3 Spreading of wire crates as per PWD specifications CSR 23.37 0.00_ Per Sqm 73.75
4 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 17.8 Per Cum 1458.04
5 Carriage of Boulder 17.8 cum 337.94
TOTAL (A) SAY = 974000
2. Stone Masonry Water Recharging and Crate Wire Structure
Village Thana Tehsil & Distt. Hoshiarpur
Estimate Sanction No. 13166 dated 06/08/2025 Amount = 2176800/- o/o CCS Punjab, Chandigarh
2.1 Water recharging Structure 1
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 84.36 Per Cum 38.98
2 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.8(b)(ii) as per PWD specifications. 10.6 Per Cum 3433.36
3 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a(ii) as per PWD specifications. 3.77 Per Cum 5058.91
4 Squared Rubbled Masonary 1:5 Below Ground Level CSR 12.17 54.92 Per Cum 5602.51
5 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 & 12.25 as per PWD specifications. 108.67 Per Cum 6089.23
6 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 72.98 Per Sqm 213.54
7 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 27 Per Sqm 197
8 Spreading of wire crates as per PWD specifications CSR 23.37 27 Per Sqm 73.75
9 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 6 Per Cum 1458.04
10 Sign Board 1 no. 5000
2.2 Water recharging Structure 2
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 70.3 Per Cum 38.98
2 C.C. 1:8:16 in foundation with 40 mm gauge stone aggregate CSR 10.8(b)(ii) as per PWD specifications. 0.99_ Per Cum 3433.36
3 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a(ii) as per PWD specifications. 3.18 Per Cum 5058.91
4 Squared Rubbled Masonary 1:5 Below Ground Level CSR 12.17 46.53 Per Cum 5602.51
5 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 & 12.25 as per PWD specifications. 79.58 Per Cum 6089.23
6 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 73.03 Per Sqm 213.54
7 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 30 Per Sqm 197
8 Spreading of wire crates as per PWD specifications CSR 23.37 30 Per Sqm 73.75
9 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 7 Per Cum 1458.04
2.3 Crate Wire Structure
Sr. No. Particulars Qty unit Rate Amount
1 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications Per Cum 38.98
2 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 Per Sqm 197
3 Spreading of wire crates as per PWD specifications CSR 23.37 Per Sqm 73.75
4 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 Per Cum 1458.04
1 Carriage of Boulder 379.17 cum 417.88
TOTAL (B) SAY = 0_
GRAND TOTAL (A+B) =
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