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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.9 LAccepted-AOC 411 D JEEWAN PURAM BISHT DHARA BITHORIYA NO 1 HALDWANI HALDWANI NAINITAL UTTARAKHAND 263139 | NAINITAL | UTTARAKHAND | 263139 | L1 | Accepted-AOC Overall accepted as L1 | |
| 2 | L2₹56.4 L+₹6.5 L (12.9%)Rejected-AOC POLICE LINE ROAD KUMOUR PITHORAGARH | L2 | Rejected-AOC Overall rejected | |
| 3 | L3₹56.9 L+₹7.0 L (14.0%)Rejected-AOC NA | L3 | Rejected-AOC Overall rejected |
| Sl No | Description | Qty | Unit | RAGHVENDRA SINGH BOHRA L1 | Saun Engineering and Construction Co P Ltd L2 | JAILENDRA PRATAP SINGH L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in surface excavation not exceedng 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m disposed soil to be leveled and neatly dressed (all kinds of soil). | 150 | Cumt. | 37,500 ₹44,250 Lowest | 1,05,000 ₹1,23,900 | 85,500 ₹1,00,890 |
| 2.00 | Levelling, ramming and dressing the land before starting the work of turfing at 132KV S/s, Sitarganj as per the instruction of engineer incharge. | 3,655 | Sqmt. | 3,65,500 ₹4,31,290 | 3,65,500 ₹4,31,290 | 3,47,225 ₹4,09,725.5 Lowest |
| 3.00 | Supply and spreading of earth by earth work in excavation by mechanical means (Hydrulic excavator) manual means over surface area. In layer not exceeding 20 cm in depth consolidating each deposited layers by ramming and watering (Land of earth supply to be arranged by the contractor at his own cost). | 800 | Cumt. | 92,000 ₹1,08,560 Lowest | 5,60,000 ₹6,60,800 | 6,00,000 ₹7,08,000 |
| 4.00 | Cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and timping complete. | 365 | Cumt. | 32,48,500 ₹38,33,230 Lowest | 36,50,000 ₹43,07,000 | 33,76,250 ₹39,83,975 |
| 5.00 | Supplying ans stacking of graded stone aggregate at site of size range (a) 25 mm stone aggregate. | 365 | Cumt. | 9,25,275 ₹10,91,824.5 | 6,57,000 ₹7,75,260 Lowest | 9,92,800 ₹11,71,504 |
| 6.00 | Laying and spreading of 25 mm guage stone gravel of 100 mm thick layer complete in all respect as per instruction of engineer in charge. | 365 | Cumt. | 2,36,155 ₹2,78,662.9 | 1,82,500 ₹2,15,350 Lowest | 1,91,625 ₹2,26,117.5 |
| 7.00 | Brick work with machine perforated bricks of class designation 125 conforming to IS 2222-1991 in superstructure above plinth level up to floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) with FPS bricks. | 8 | Cumt. | 70,400 ₹83,072 | 80,000 ₹94,400 | 68,840 ₹81,231.2 Lowest |
| 8.00 | 12 mm cement plaster of mix 1:4 (1 cement : 4 fine sand). | 70 | Sqmt. | 14,000 ₹16,520 Lowest | 35,000 ₹41,300 | 24,150 ₹28,497 |
Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
31 Aug 2024, 5:00 pmClosed
Chief Engineer
Office of CE, OandM, Kumaon Zone, PTCUL, Haldwani
Turfing work at 33KV switchyard of 132KV S/s, Sitarganj under OandM Division, PTCUL, Sitarganj
2024_PTC21_74520_1
CE(OandM)/PTCUL/HLD/19/2024-25
Open Tender
Civil Works
Item Rate
180 days
132KV S/s, Sitarganj
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,900
EE, OandM Division, PTCUL, Sitarganj
₹1.8 L
Office of CE, OandM, Kumaon Zone, PTCUL, Haldwani
8 Sept 2025
12 Aug 2024
2 Sept 2024
12 Aug 2024
31 Aug 2024
12 Aug 2024
22 Aug 2024
Earth work in surface excavation not exceedng 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m disposed soil to be leveled and neatly dressed (all kinds of soil).
Levelling, ramming and dressing the land before starting the work of turfing at 132KV S/s, Sitarganj as per the instruction of engineer incharge.
Supply and spreading of earth by earth work in excavation by mechanical means (Hydrulic excavator) manual means over surface area. In layer not exceeding 20 cm in depth consolidating each deposited layers by ramming and watering (Land of earth supply to be arranged by the contractor at his own cost).
Cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and timping complete.
Supplying ans stacking of graded stone aggregate at site of size range (a) 25 mm stone aggregate.
Laying and spreading of 25 mm guage stone gravel of 100 mm thick layer complete in all respect as per instruction of engineer in charge.
Brick work with machine perforated bricks of class designation 125 conforming to IS 2222-1991 in superstructure above plinth level up to floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) with FPS bricks.
12 mm cement plaster of mix 1:4 (1 cement : 4 fine sand).
Saun Engineering and Construction Co P Ltd
JAILENDRA PRATAP SINGH
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