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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.0 LAccepted-Finance | ₹50.0 L | L1 | Accepted-Finance Qualified |
| 2 | L2₹53.8 L+₹3.8 L (7.64%)Rejected-Finance | ₹53.8 L+₹3.8 L (7.64%) | L2 | Rejected-Finance Disqualified |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Disqualified |
| Sl No | Description | Qty | Unit | DEVKI NANDAN JOSHI L1 | M/S UTTARAKHAND TRADERS L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) I 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 476.4 | Cu.M | 450 ₹2,14,380 | 360 ₹1,71,504 Lowest |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone
aggregate 40 mm nominal size) | 44.4 | Cu.M | 11,000 ₹4,88,400 | 7,813 ₹3,46,897.2 Lowest |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 37 | Cu.M | 12,200 ₹4,51,400 | 8,879 ₹3,28,523 Lowest |
| 4.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | 3 | Cu.M | 17,750 ₹53,250 | 15,506 ₹46,518 Lowest |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform | 30.4 | Sq.M | 1,450 ₹44,080 | 307 ₹9,332.8 Lowest |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars | 353.25 | Kg | 180 ₹63,585 Lowest | 1,927 ₹6,80,712.75 |
| 7.00 | Random rubble 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) | 205.9 | Cu.M | 12,000 ₹24,70,800 | 333 ₹68,564.7 Lowest |
| 8.00 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) | 310.8 | Sq.M | 600 ₹1,86,480 Lowest | 941 ₹2,92,462.8 |
| 9.00 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
11.3.1 40 mm thick with 20 mm nominal size stone aggregate | 294 | Sq.M | 980 ₹2,88,120 Lowest | 9,312 ₹27,37,728 |
| 10.00 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | 1,000 | per litre | 18 ₹18,000 Lowest | 173 ₹1,73,000 |
Tender Value
₹47.5 L
EMD Value
₹96,000
Closing Date
25 Apr 2026, 11:30 amClosed
GM(C)
KMVN Ltd oak park house nainital
Foundation Septic tank and other construction work in 6 No FRP IGLU HUTS in village RongKong Dharchula Distt Pithoragrah
2026_KMVN_94026_1
KMVN/47/48/06.04.2026
Open Tender
Civil Works
Item Rate
120 days
rongkong dharchula
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
MD KMVN Ltd
₹96,000
13 May 2026
9 Apr 2026
25 Apr 2026
9 Apr 2026
25 Apr 2026
9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) I 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | - | Cu.M | - | - |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone
aggregate 40 mm nominal size) | - | Cu.M | - | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | - | Cu.M | - | - |
| 4 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | - | Cu.M | - | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform | - | Sq.M | - | - |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars | - | Kg | - | - |
| 7 | Random rubble 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) | - | Cu.M | - | - |
| 8 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) | - | Sq.M | - | - |
| 9 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
11.3.1 40 mm thick with 20 mm nominal size stone aggregate | - | Sq.M | - | - |
| 10 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | - | per litre | - | - |
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