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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.9 CrAccepted-AOC 4B TOWN SQUARE CHINAR PARK RAJARHAT KOLKATA 700 136 | ₹29.9 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹30.1 Cr+₹20.3 L (0.68%)Rejected-Finance 1 CROOKED LANE ROOM NO 205 2 FLOOR KOLKATA 700069 WEST BENGAL PH 9167480150 | ₹30.1 Cr+₹20.3 L (0.68%) | L2 | Rejected-Finance rejected being to be 2nd lowest |
| Sl No | Description | Qty | Unit | Tribeni Constructions Limited L1 | NARAYAN KUMAR INFRASTRUCTURE PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains, 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 | 2,959.28 | CUM | 212 ₹6,27,367.36 Lowest | 212.5 ₹6,28,847 |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 4,861.75 | CUM | 160 ₹7,77,880 Lowest | 160.25 ₹7,79,095.44 |
| 3.00 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources | 120.56 | CUM | 5,565 ₹6,70,916.4 Lowest | 5,610 ₹6,76,341.6 |
| 4.00 | 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-lIll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.41 | CUM | 7,385 ₹39,952.85 Lowest | 7,395 ₹40,006.95 |
| 5.00 | 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.06 | CUM | 8,860 ₹18,251.6 Lowest | 8,938 ₹18,412.28 |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete | 14 | SQM | 320 ₹4,480 Lowest | 323 ₹4,522 |
| 7.00 | Suspended floors, roofs, landings, balconies and access platform | 10.63 | sqm | 760 ₹8,078.8 Lowest | 762 ₹8,100.06 |
| 8.00 | Columns, Pillars, Piers, Abutments, Posts and Struts | 35.28 | SQM | 790 ₹27,871.2 Lowest | 791 ₹27,906.48 |
| 9.00 | 12mm thick Plaster (1:6) in Brick Wall | 854.5 | SQM | 280 ₹2,39,260 Lowest | 282 ₹2,40,969 |
| 10.00 | 15mm thick Plaster (1:6) on rough Surface in Brick Wall | 668.87 | SQM | 325 ₹2,17,381.13 Lowest | 326 ₹2,18,049.99 |
Tender Value
₹30.2 Cr
EMD Value
₹55.2 L
Closing Date
6 Mar 2026, 5:00 pmClosed
GENERAL MANAGER CONSTRUCTION WING UKPJN HALDWANI
OFFICE OF THE GENERAL MANAGER (KUMAUN), CONSTRUCTION WING, UTTARAKHAND PEYJAL NIGAM, E-32 JUDGE FARM, HALDWANI, DISTRICT-NAINITAL 263139.
CONSTRUCTION OF SURFACE PARKING IN THE PREMISES OF METROPOL HOTEL (ENEMY PROPERTY) AT NAINITAL , DISTRICT-NAINITAL
2026_MDPEY_92017_1
371/nivida haldwani/21 dated 13/02/2026
Open Tender
Civil Works
Item Rate
540 days
Nainital
as per tender documents
2 documents required · 2 mandatory
₹11,800
PM CONSTRUCTION UNIT UKPJN HALDWANI
₹55.2 L
GM Construction Wing UKPJN Haldwani
14 May 2026
14 Feb 2026
11 Mar 2026
14 Feb 2026
6 Mar 2026
21 Feb 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains, 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 | 2,959.28 | CUM | 214.64 | ₹6,35,179.86 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 4,861.75 | CUM | 161.62 | ₹7,85,756.04 |
| 3 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources | 120.56 | CUM | 5,617.02 | ₹6,77,187.93 |
| 4 | 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-lIll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.41 | CUM | 7,458.91 | ₹40,352.7 |
| 5 | 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.06 | CUM | 8,948.31 | ₹18,433.52 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete | 14 | SQM | 323.36 | ₹4,527.04 |
| 7 | Suspended floors, roofs, landings, balconies and access platform | 10.63 | sqm | 764.58 | ₹8,127.49 |
| 8 | Columns, Pillars, Piers, Abutments, Posts and Struts | 35.28 | SQM | 792.66 | ₹27,965.04 |
| 9 | 12mm thick Plaster (1:6) in Brick Wall | 854.5 | SQM | 283.36 | ₹2,42,131.12 |
| 10 | 15mm thick Plaster (1:6) on rough Surface in Brick Wall | 668.87 | SQM | 326 | ₹2,18,049.99 |
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