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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 LAccepted-AOC | L1 | Accepted-AOC Overall accepted as L1 | |
| 2 | L2₹12.6 L+₹1.0 L (8.66%)Rejected-AOC KHASRA NO 203 KHARAKPUR DEVIPURA KASHIPUR | KASHIPUR | L2 | Rejected-AOC Overall rejected | |
| 3 | Rejected-Technical BEHIND NIRMALA CONVENT SCHOOL CANAL ROAD KATHGODAM | ALMORA | UTTARAKHAND | 263601 | - | Rejected-Technical The Bidder did not qualifies the TQR |
| Sl No | Description | Qty | Unit | KUMAUN ELECTRICALS L2 | M/s Belwal Enterprises L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by Mechanical means(Hydraulic exacavator)/manual means in foundation trenches or pits of any size, including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed,including all leads& lifts.1(a) In Ordinary Soil/earth mixed with boulders. | 168 | Cumt. | 93,240 ₹1,10,023.2 | 72,408 ₹85,441.44 Lowest |
| 2.00 | CC in ratio of 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size. | 7 | Cumt. | 54,439 ₹64,238.02 | 50,400 ₹59,472 Lowest |
| 3.00 | Random rubble stone masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with cement mortar 1:6 (1 cement : 6 coarse sand) including supply of all materials, labour, T&P etc. complete. | 140 | Cumt. | 9,33,240 ₹11,01,223.2 | 8,69,960 ₹10,26,552.8 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 ramming and water including all leads lifts (land of earth supply to be arranged by the contractor at his own cost. | 165 | Cumt. | 1,09,890 ₹1,29,670.2 | 1,02,135 ₹1,20,519.3 Lowest |
| 5.00 | CC in ratio of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size. | 5 | Cumt. | 55,555 ₹65,554.9 | 52,950 ₹62,481 Lowest |
| 6.00 | Providing weep hole with 75 mm PVC pipe (Pressure 6 Kg/Sqcm in proper slope). | 30 | Mtr. | 9,990 ₹11,788.2 | 8,400 ₹9,912 Lowest |
Tender Value
Refer Docs
EMD Value
₹41,000
Closing Date
2 Apr 2025, 5:00 pmClosed
Chief Engineer
Office of CE, OandM, Kumaon Zone, PTCUL, Haldwani
New stone masonry revetment work at Tower location No. 46 of 132KV(220)MKG Kashipur-Thakurdwara transmission line under OandM Division, PTCUL, Kashipur
2025_PTC21_80960_1
CE/OandM/PTCUL/HLD/112/2024-25
Open Tender
Civil Works - Others
Item Rate
180 days
132KV MKG/Kashipur-Thakurdwara line
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,180
EE, OandM Division, PTCUL, Kashipur
₹41,000
Office of CE, OandM, Kumaon Zone, PTCUL, Haldwani
12 Sept 2025
3 Mar 2025
3 Apr 2025
3 Mar 2025
2 Apr 2025
3 Mar 2025
18 Mar 2025
Earth work in excavation by Mechanical means(Hydraulic exacavator)/manual means in foundation trenches or pits of any size, including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed,including all leads& lifts.1(a) In Ordinary Soil/earth mixed with boulders.
CC in ratio of 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size.
Random rubble stone masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with cement mortar 1:6 (1 cement : 6 coarse sand) including supply of all materials, labour, T&P etc. complete.
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 ramming and water including all leads lifts (land of earth supply to be arranged by the contractor at his own cost.
CC in ratio of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size.
Providing weep hole with 75 mm PVC pipe (Pressure 6 Kg/Sqcm in proper slope).
KUMAUN ELECTRICALS (BID ID -369261)
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