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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 CrAccepted-Finance NEAR SBI TAKULA ROAD DISTT BAGESHWAR | ₹4.8 Cr | L1 | Accepted-Finance Financially qualify |
| 2 | L2₹4.9 Cr+₹1.4 L (0.29%)Rejected-Finance | ₹4.9 Cr+₹1.4 L (0.29%) | L2 | Rejected-Finance Financially disqualify |
| 3 | L3₹4.9 Cr+₹1.5 L (0.32%)Rejected-Finance UTTAR KASHI | UTTARAKHAND | 249128 | ₹4.9 Cr+₹1.5 L (0.32%) | L3 | Rejected-Finance Financially disqualify |
| Sl No | Description | Qty | Unit | M/S Kumar Construction L2 | PARIHAR CONSTRUCTION L1 | HIND CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in soil in hilly are by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5m and a lead upto 20m. As per drawing and technical specification clause 1603.1 | 412.5 | Cu M | 369 ₹1,52,212.5 Lowest | 369 ₹1,52,212.5 Lowest | 370 ₹1,52,625 |
| 2.00 | Extra for every additional lift of 1.5m or part thereof. | 412.5 | Cu M | 408 ₹1,68,300 Lowest | 408 ₹1,68,300 Lowest | 409 ₹1,68,712.5 |
| 3.00 | Extra for every additional lift of 1.5m or part thereof. | 412.5 | Cu M | 817 ₹3,37,012.5 | 815 ₹3,36,187.5 Lowest | 817 ₹3,37,012.5 |
| 4.00 | Extra for every additional lift of 1.5m or part thereof. | 412.5 | Cu M | 1,634 ₹6,74,025 | 1,630 ₹6,72,375 Lowest | 1,634 ₹6,74,025 |
| 5.00 | Diluting and injecting chemical emulsion (chlorpyriphos/Lindane E.0 20% with 1%
concentration) at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surface of the excavation made for the foundation of the building, soil under floor,apron, back fill material and along all the faces of the walls for PRECONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of building shall be measurd for payment.) | 980.65 | Sq M | 311 ₹3,04,982.15 | 310 ₹3,04,001.5 Lowest | 311 ₹3,04,982.15 |
| 6.00 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 480.85 | Cu M | 2,813 ₹13,52,631.05 | 2,808 ₹13,50,226.8 Lowest | 2,814 ₹13,53,111.9 |
| 7.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20
mm nominal size) | 210.55 | Cu M | 9,663 ₹20,34,544.65 | 9,643 ₹20,30,333.65 Lowest | 9,665 ₹20,34,965.75 |
| 8.00 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12..5 mm nominal size). | 29.95 | Cum | 10,306 ₹3,08,664.7 | 10,285 ₹3,08,035.75 Lowest | 10,309 ₹3,08,754.55 |
| 9.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | 299.52 | Cu M | 11,982 ₹35,88,848.64 | 11,958 ₹35,81,660.16 Lowest | 11,986 ₹35,90,046.72 |
| 10.00 | Reinforced cement concrete work in walls (any thickness), including attached , pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20. mm nominal size). | 529.53 | Cu M | 14,376 ₹76,12,523.28 | 14,347 ₹75,97,166.91 Lowest | 14,380 ₹76,14,641.4 |
Tender Value
₹5.4 Cr
EMD Value
₹10.8 L
Closing Date
11 Sept 2026, 12:00 pmClosed
GM(T)
UKKUVB, Rudrapur
Construction work of Multi-level Parking in Kanda (Bageshwar)
2026_UAPMB_98829_2
e-nivida-803/2026
Open Tender
Civil Works
Item Rate
540 days
Kanda (Bageshwar)
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
GM(T), UKKUVB, Rudrapur
₹10.8 L
15 Sept 2026
5 Sept 2026
11 Sept 2026
5 Sept 2026
11 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in soil in hilly are by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5m and a lead upto 20m. As per drawing and technical specification clause 1603.1 | 412.5 | Cu M | - | - |
| 2 | Extra for every additional lift of 1.5m or part thereof. | 412.5 | Cu M | - | - |
| 3 | Extra for every additional lift of 1.5m or part thereof. | 412.5 | Cu M | - | - |
| 4 | Extra for every additional lift of 1.5m or part thereof. | 412.5 | Cu M | - | - |
| 5 | Diluting and injecting chemical emulsion (chlorpyriphos/Lindane E.0 20% with 1%
concentration) at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surface of the excavation made for the foundation of the building, soil under floor,apron, back fill material and along all the faces of the walls for PRECONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of building shall be measurd for payment.) | 980.65 | Sq M | - | - |
| 6 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 480.85 | Cu M | - | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20
mm nominal size) | 210.55 | Cu M | - | - |
| 8 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12..5 mm nominal size). | 29.95 | Cum | - | - |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | 299.52 | Cu M | - | - |
| 10 | Reinforced cement concrete work in walls (any thickness), including attached , pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20. mm nominal size). | 529.53 | Cu M | - | - |
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