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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-Finance RUDRA PRAYAG | UTTARAKHAND | 246141 | ₹1.5 Cr | L1 | Accepted-Finance Qualified |
| 2 | L2₹1.6 Cr+₹83,522.21 (0.54%)Rejected-Finance AMRAVATI COLONY MALLI BAMORI HALDWANI | NAINITAL | UTTARAKHAND | 244713 | ₹1.6 Cr+₹83,522.21 (0.54%) | L2 | Rejected-Finance Disqualified |
| 3 | L3₹1.6 Cr+₹1.2 L (0.81%)Rejected-Finance | ₹1.6 Cr+₹1.2 L (0.81%) | L3 | Rejected-Finance Disqualified |
| Sl No | Description | Qty | Unit | p s martoliya L1 | parkash chandra pandey L3 | Ratan Construction L2 |
|---|---|---|---|---|---|---|
| 1.00 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m 2.28.1 | 453.15 | sqm | 45.85 ₹20,776.93 Lowest | 46 ₹20,844.9 | 46 ₹20,844.9 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil | 121.11 | cum | 238.34 ₹28,865.36 | 238 ₹28,824.18 Lowest | 238 ₹28,824.18 Lowest |
| 3.00 | 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. 2.25 | 135.38 | cum | 263.18 ₹35,629.31 Lowest | 265 ₹35,875.7 | 265 ₹35,875.7 |
| 4.00 | Supplying and filling in plinth with sand under Floors, including watering, ramming, consolidating and dressing complete. 2.27 | 11.72 | cum | 2,851.64 ₹33,421.22 | 2,850 ₹33,402 Lowest | 2,850 ₹33,402 Lowest |
| 5.00 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos / Lindane E.C. 20% with 1% concentration 2.35.3.1 | 117.03 | sqm | 416.32 ₹48,721.93 Lowest | 418 ₹48,918.54 | 418 ₹48,918.54 |
| 6.00 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 4.17 | 27.87 | sqm | 1,006.12 ₹28,040.56 Lowest | 1,010 ₹28,148.7 | 1,010 ₹28,148.7 |
| 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 : - 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 4.1.8 | 18.63 | cum | 9,146.74 ₹1,70,403.77 Lowest | 9,148 ₹1,70,427.24 | 9,148 ₹1,70,427.24 |
| 8.00 | 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) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) 4.1.4 | 11.72 | cum | 10,446.92 ₹1,22,437.9 Lowest | 10,450 ₹1,22,474 | 10,450 ₹1,22,474 |
| 9.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 6.1.2 | 24.18 | cum | 9,576.76 ₹2,31,566.06 Lowest | 9,580 ₹2,31,644.4 | 9,580 ₹2,31,644.4 |
| 10.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level - Concrete of M25 grade with minimum cement content of 330 kg /cum 5.33.1.1 | 58.36 | cum | 12,762.41 ₹7,44,814.25 Lowest | 12,765 ₹7,44,965.4 | 12,765 ₹7,44,965.4 |
Tender Value
₹1.5 Cr
EMD Value
₹3.1 L
Closing Date
7 May 2026, 11:30 amClosed
GM(C)
KMVN Ltd Oak park house Nainital
Development of pyura as Digital Nomad Village under distt Nainital
2026_KMVN_94479_1
kmvn/147/16.04.2026
Open Tender
Civil Works
Item Rate
540 days
pyura Nainital
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
MD KMVN Ltd
₹3.1 L
Yes
13 May 2026
21 Apr 2026
7 May 2026
21 Apr 2026
7 May 2026
21 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m 2.28.1 | - | sqm | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil | - | cum | - | - |
| 3 | 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. 2.25 | - | cum | - | - |
| 4 | Supplying and filling in plinth with sand under Floors, including watering, ramming, consolidating and dressing complete. 2.27 | - | cum | - | - |
| 5 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos / Lindane E.C. 20% with 1% concentration 2.35.3.1 | - | sqm | - | - |
| 6 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 4.17 | - | sqm | - | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 4.1.8 | - | cum | - | - |
| 8 | 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) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) 4.1.4 | - | cum | - | - |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 6.1.2 | - | cum | - | - |
| 10 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level - Concrete of M25 grade with minimum cement content of 330 kg /cum 5.33.1.1 | - | cum | - | - |
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