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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.7 LAccepted-AOC CHAMUNDA VIHAR RAMNAGAR ROAD KASHIPUR CAPITAL | ₹23.7 L | L1 | Accepted-AOC Overall accepted as L1 bidder |
| 2 | L2₹24.1 L+₹40,013.40 (1.69%)Rejected-Finance | ₹24.1 L+₹40,013.40 (1.69%) | L2 | Rejected-Finance Disqualifies as L2 bidder |
| 3 | Rejected-Technical MAALGODAM ROAD FURNITURE MARKET HALDWANI 263139 DISTT NAINITAL UTTARAKHAND | HALDWANI | NAINITAL | UTTARAKHAND | 263139 | - | - | Rejected-Technical The bidder did not qualifies TQR and FQR |
| Sl No | Description | Qty | Unit | M/s Belwal Enterprises L2 | M/s Bharat Construction and Trading Company L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by Mechanical means (Hydraulic excavator)/manual means in benching/ revetment work including disposal of surplus excavated soil as directed, with all leads & lifts, disposed earth to be natly levelled and dressed. Hard rock 1(a) inordinary soil/earth mixed with boulders. | 271 | Cumt. | 84,010 ₹99,131.8 | 82,655 ₹97,532.9 Lowest |
| 2.00 | CC in ratio of 1:4:8 (1 cement: 4 course sand: 8 graded stone aggregate 40 mm nominal size. Bottom pcc. | 20.7 | Cumt. | 1,67,670 ₹1,97,850.6 | 1,65,455.1 ₹1,95,237.02 Lowest |
| 3.00 | Random rubble stone masonry with hard stone in foudation and plinth including leveling up with cement concrete 1:6:12 (1 cement: 6 course sand: 12 graded stone aggregate 20 mm nominal size) upto plinth level with cement mortar 1:6 (1 cement :6 course sand) including supply of all materials, labour, T&P etc. complete. | 246.9 | Cumt. | 17,28,300 ₹20,39,394 | 17,03,116.2 ₹20,09,677.12 Lowest |
| 4.00 | Supply and spreading of earth by earth work in excavation by mechanical means (Hydraulic excavation)/manual means over surface areas, in trenches, plinth sides of foundation etc. In layers not exceeding 20 cm in depth, consolidating each deposited layer by remming and watering including all lead lifts (land of earth supply to be arranged by the contractio at his won cost. | 220 | Cumt. | 1,54,000 ₹1,81,720 | 1,51,140 ₹1,78,345.2 Lowest |
| 5.00 | CC in ratio of 1:3:6 (1 cement: 3course sand: 6 graded stone aggregate 20 mm nominal size.( Plinth level & Top level). | 26.1 | Cumt. | 2,61,000 ₹3,07,980 | 2,53,770.3 ₹2,99,448.95 Lowest |
| 6.00 | Providing weep hole with 75 mm PVC pipe (Pressure 6 Kg/Sqcm in proper slope). | 30 | Mtr. | 10,500 ₹12,390 | 9,330 ₹11,009.4 Lowest |
Tender Value
Refer Docs
EMD Value
₹84,000
Closing Date
28 Mar 2026, 5:00 pmClosed
Chief Engineer
Office of Chief Engineer (OandM), PTCUL, Haldwani
Construction work of new revetment wall at Tower No. 132 of 132KV Ramnagar-Kashipur line under OandM Division, PTCUL, Kashipur
2026_PTC21_92488_1
CE/OandM/PTCUL/HLD/62/2025-26
Open Tender
Civil Works
Item Rate
180 days
132KV OandM Division, PTCUL, Kashipur
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,360
EE, OandM Division, PTCUL, Kashipur
₹84,000
Office of Chief Engineer (OandM), PTCUL, Haldwani
6 Jun 2026
26 Feb 2026
30 Mar 2026
26 Feb 2026
28 Mar 2026
26 Feb 2026
13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by Mechanical means (Hydraulic excavator)/manual means in benching/ revetment work including disposal of surplus excavated soil as directed, with all leads & lifts, disposed earth to be natly levelled and dressed. Hard rock 1(a) inordinary soil/earth mixed with boulders. | 271 | Cumt. | - | - |
| 2 | CC in ratio of 1:4:8 (1 cement: 4 course sand: 8 graded stone aggregate 40 mm nominal size. Bottom pcc. | 20.7 | Cumt. | - | - |
| 3 | Random rubble stone masonry with hard stone in foudation and plinth including leveling up with cement concrete 1:6:12 (1 cement: 6 course sand: 12 graded stone aggregate 20 mm nominal size) upto plinth level with cement mortar 1:6 (1 cement :6 course sand) including supply of all materials, labour, T&P etc. complete. | 246.9 | Cumt. | - | - |
| 4 | Supply and spreading of earth by earth work in excavation by mechanical means (Hydraulic excavation)/manual means over surface areas, in trenches, plinth sides of foundation etc. In layers not exceeding 20 cm in depth, consolidating each deposited layer by remming and watering including all lead lifts (land of earth supply to be arranged by the contractio at his won cost. | 220 | Cumt. | - | - |
| 5 | CC in ratio of 1:3:6 (1 cement: 3course sand: 6 graded stone aggregate 20 mm nominal size.( Plinth level & Top level). | 26.1 | Cumt. | - | - |
| 6 | Providing weep hole with 75 mm PVC pipe (Pressure 6 Kg/Sqcm in proper slope). | 30 | Mtr. | - | - |
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