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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹23.7 LAccepted-AOC VILLAGE SHRI FATHEPUR | ₹23.7 L | 1 | Accepted-AOC Being lowest |
| 2 | 2₹26.2 L+₹2.5 L (10.7%)Rejected-AOC CHANDIGARH | ₹26.2 L+₹2.5 L (10.7%) | 2 | Rejected-AOC Being Highest |
Tender Value
₹27.1 L
EMD Value
₹54,282
Closing Date
11 Aug 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 structure at vill Chatarpur Teh Mukerian
2026_DOA_172902_1
DSWC/HSP/2026-2027/07
Open Tender
Civil Works
Percentage
60 days
village Chatarpur teh mukerian
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
₹54,282
17 Aug 2026
1 Aug 2026
11 Aug 2026
1 Aug 2026
11 Aug 2026
1 Aug 2026
DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB
Tender No. DSWC/HSP/2026-2027/07
Construction of Stone Masonry Water Recharging and Crate Wire Structure Vill. Chatarpur Teh Mukerianunder sub division Talwara
RATES FOR CIVIL WORK( Approved by CCS PUNJAB Chandigarh)
Name & Address of Firm/ Bidder
Total Estimated Cost 2714100
Quoted by Contractor (as %age less of estimated Amount) Less (-%) Amount Quoted
1. Stone Masonry Water Recharging and Crate Wire Structure
Village Chatarpur Tehsil Mukerian & Distt. Hoshiarpur
Estimate Sanction No. 8608 dated 09/06/2026 Amount = 27,14,100/- o/o CCS Punjab, Chandigarh
1.1 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 63.83 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 Squared Rubbled Masonary 1:5 Below Ground Level and upto plinth level CSR 12.17 67.17 Per Cum 5602.51
4 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 & 12.25 as per PWD specifications. 30.85 Per Cum 6089.23
5 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a(ii) as per PWD specifications. 3.07 Per Cum 5058.9
6 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 46.13 Per Sqm 213.54
7 Carriage of material such as Boulder 155.91 Per Cum 337.94
8 PVC Pipe 110mm o/d 10 mtr 220.28
9 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 12.6 Per Cum 38.98
10 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 84 Per Sqm 197
11 Spreading of wire crates as per PWD specifications CSR 23.37 84 Per Sqm 73.75
12 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 18 Per Cum 1458.04
13 Carriage of Boulder 18 cum 337.94
Total (A) = 734080
1.2 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 75.14 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 3433.36
3 Squared Rubbled Masonary 1:5 Below Ground Level and upto plinth level CSR 12.17 70.9 Per Cum 5602.51
4 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 & 12.25 as per PWD specifications. 61.23 Per Cum 6089.23
5 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a(ii) as per PWD specifications. 2.77 Per Cum 5058.9
6 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 48.7 Per Sqm 213.54
7 Carriage of material such as Boulder 202.33 Per Cum 337.94
8 PVC Pipe 110mm o/d 10 mtr 220.28
9 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 9.4 Per Cum 38.98
10 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 60 Per Sqm 197
11 Spreading of wire crates as per PWD specifications CSR 23.37 60 Per Sqm 73.75
12 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 13 Per Cum 1458.04
13 Carriage of Boulder 13 cum 337.94
Total (B) = 937294
1.3 Water recharging Structure 3
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 84.99 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. 9.85 Per Cum 3433.36
3 Squared Rubbled Masonary 1:5 Below Ground Level and upto plinth level CSR 12.17 81.16 Per Cum 5602.51
4 Square rubble boulder masonary 1:5 above plinth level CSR 12.17 & 12.25 as per PWD specifications. 64.73 Per Cum 6089.23
5 Cement concerete 1:2:4 with stone aggregate CSR 10.13 a(ii) as per PWD specifications. 3.28 Per Cum 5058.9
6 Plaster 1:4 12.5 mm thick CSR 15.9 as per PWD specifications. CSR 15.9 55.1 Per Sqm 213.54
7 Carriage of material such as Boulder 224.33 Per Cum 337.94
8 PVC Pipe 110mm o/d 10 mtr 220.28
9 E/w excavation in gravel soil for trench of masonry str. CSR 6.19 as per PWD specifications 9.9 Per Cum 38.98
10 Weaving of wire crates in size 15x15cm as per PWD specifications CSR 23.29 62 Per Sqm 197
11 Spreading of wire crates as per PWD specifications CSR 23.37 62 Per Sqm 73.75
12 Filling of stones into wire crates hand pack as per PWD specifications CSR 23.32 13.5 Per Cum 1458.04
13 Carriage of Boulder 13.5 cum 337.94
Total (C) = 1033776
1.4 Sign Boards
Sr. No. Particulars Qty unit Rate Amount
1 Sign Boards (6'X4' in size) Complete in all respects 3 nos 3000
Total (D) = 9000
GRAND TOTAL (A+B+C+D) =
GRAND TOTAL (A+B+C+D) Say= 2714100
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