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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.6 LAccepted-AOC | ₹17.6 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Techno-commercially disqualified |
| 3 | Rejected-Technical | - | - | Rejected-Technical Techno-commercially disqualified |
| Sl No | Description | Qty | Unit | DAMBER BAHADUR RAI L1 |
|---|---|---|---|---|
| 1.00 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: 15.28.1 G.S. Sheet | 45.36 | Sqm. | 171 ₹7,756.56 Lowest |
| 2.00 | Demolishing thatch roofing including mats, bamboo, jaffari etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | 63.6 | Sqm. | 60 ₹3,816 Lowest |
| 3.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (including equivalent
design mix) | 6.65 | Cum. | 2,525 ₹16,791.25 Lowest |
| 4.00 | EARTH WORK IN FOUNDATION TRENCHES: Earth
work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 31.48 | Cum. | 405 ₹12,749.4 Lowest |
| 5.00 | Filling with available excavated earth in trenches, plinth and side of foundation in building works with layers not exceeding 20cm in depth including consolidation of each layer by ramming, watering
etc, all complete. | 15.13 | Cum. | 190 ₹2,874.7 Lowest |
| 6.00 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones, all
complete. (Manual Means) | 7.36 | Cum. | 1,515 ₹11,150.4 Lowest |
| 7.00 | Stone masonry work in cement mortar 1:6 in foundation complete as drawing and Technical
Specification | 50.47 | Cum. | 6,320 ₹3,18,970.4 Lowest |
| 8.00 | Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete. 1:3:6 mix. (1 cement, 3 coarsesand, 6 stone aggregate of 40mm & down size) | 6.18 | Cum. | 6,690 ₹41,344.2 Lowest |
| 9.00 | Providing and Laying in position specified grade of reinforced cement concrete excluding the cost of formwork, finishing and reinforcements. 1:1.5:3 Mix (1cement,1.5 coarse sand 3 graded stone aggregate 20 mm and down nominal gauge). | 21.09 | Cum. | 9,400 ₹1,98,246 Lowest |
| 10.00 | Supplying, bending and placing in position tor steel reinforcement in all R.C.C works including cost of
binding wires, all complete. | 22.04 | Qtls | 11,000 ₹2,42,440 Lowest |
Tender Value
₹17.3 L
EMD Value
₹35,000
Closing Date
19 Feb 2026, 5:00 pmClosed
Group Sr. Manager(PnC)
Procurement and Contracts Division, Teesta VI HE Project, Balutar, Sikkim
Construction of Mid-Day Meal Shed at Government Secondary School, Pamphok
2026_NHPC_896863_1
NH/Teesta-VI/PnC/NIT-41/2026/ 883
Open Tender
Civil Works - Buildings
Item Rate
120 days
Procurement and Contracts Division, Teesta VI HE P
Please refer Tender documents.
7 documents required · 7 mandatory
₹590
NHPC LIMITED
₹35,000
Yes
31 Jul 2026
4 Feb 2026
23 Feb 2026
4 Feb 2026
19 Feb 2026
4 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: 15.28.1 G.S. Sheet | 1 | Sqm. | - | - |
| 2 | Demolishing thatch roofing including mats, bamboo, jaffari etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | 63.6 | Sqm. | - | - |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (including equivalent
design mix) | 6.65 | Cum. | - | - |
| 4 | EARTH WORK IN FOUNDATION TRENCHES: Earth
work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 31.48 | Cum. | - | - |
| 5 | Filling with available excavated earth in trenches, plinth and side of foundation in building works with layers not exceeding 20cm in depth including consolidation of each layer by ramming, watering
etc, all complete. | 15.13 | Cum. | - | - |
| 6 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones, all
complete. (Manual Means) | 7.36 | Cum. | - | - |
| 7 | Stone masonry work in cement mortar 1:6 in foundation complete as drawing and Technical
Specification | 50.47 | Cum. | - | - |
| 8 | Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete. 1:3:6 mix. (1 cement, 3 coarsesand, 6 stone aggregate of 40mm & down size) | 1 | Cum. | - | - |
| 9 | Providing and Laying in position specified grade of reinforced cement concrete excluding the cost of formwork, finishing and reinforcements. 1:1.5:3 Mix (1cement,1.5 coarse sand 3 graded stone aggregate 20 mm and down nominal gauge). | 21.09 | Cum. | - | - |
| 10 | Supplying, bending and placing in position tor steel reinforcement in all R.C.C works including cost of
binding wires, all complete. | 22.04 | Qtls | - | - |
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