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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.0 LAccepted-Finance | ₹69.0 L | L1 | Accepted-Finance Qualified |
| 2 | L2₹69.0 L+₹4,971.56 (0.07%)Rejected-Finance 2 58 CIVIL LINE BHOTIYA PADAV HALDWANI NAINITAL | UDAM SINGH NAGAR | UTTARAKHAND | 244713 | ₹69.0 L+₹4,971.56 (0.07%) | L2 | Rejected-Finance Disqualified |
| 3 | L3₹69.0 L+₹7,582.39 (0.11%)Rejected-Finance | ₹69.0 L+₹7,582.39 (0.11%) | L3 | Rejected-Finance Disqualified |
| Sl No | Description | Qty | Unit | SHAILENDRA SAH L1 | Yogesh Tewari Contractor L2 | MOHAN SINGH NEGI L3 |
|---|---|---|---|---|---|---|
| 1.00 | 2.6.1Earth 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 Sq M 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. - All Kinds of Soil | 103.47 | Cu M | 148 ₹15,313.56 Lowest | 150 ₹15,520.5 | 150 ₹15,520.5 |
| 2.00 | 2.25Filling available excavated earth (excluding hard rock/Ordinary 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 m and lift upto 1.5 m. | 152.6 | Cu M | 165 ₹25,179 Lowest | 170 ₹25,942 | 170 ₹25,942 |
| 3.00 | 2.27Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 4.98 | Cu M | 1,700 ₹8,466 Lowest | 1,755 ₹8,739.9 | 1,755 ₹8,739.9 |
| 4.00 | 4.1.4 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-Ill) derived from
natural sources : 4 graded stone aggregate 40 mm nominal
size derived from natural sources) | 4.98 | Cu M | 6,550 ₹32,619 Lowest | 6,585 ₹32,793.3 | 6,585 ₹32,793.3 |
| 5.00 | 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mmnominal size) | 31.87 | Cu M | 5,772 ₹1,83,953.64 Lowest | 5,780 ₹1,84,208.6 | 5,780 ₹1,84,208.6 |
| 6.00 | 4.17Making plinth protection 50 mm thick of cement concrete 1 :3:6
(1 cement : 3 coarse sand (zone-Ill) derived from natural sources :
6 graded stone aggregate 20 mm nominal size derived from natural
sources) over 75 mm 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. | 14.7 | Sq M | 610 ₹8,967 Lowest | 625 ₹9,187.5 | 625 ₹9,187.5 |
| 7.00 | 5.1.2 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) ] | 13.68 | Cu M | 7,664 ₹1,04,843.52 Lowest | 7,665 ₹1,04,857.2 | 7,665 ₹1,04,857.2 |
| 8.00 | 5.33.1.1 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 I Ordinary Portland /Portland Slag cement, admixtures in
recommended proportions as per IS: 9103 to accelerate I 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 | 8.26 | Cu M | 8,052 ₹66,509.52 Lowest | 8,053 ₹66,517.78 | 8,053 ₹66,517.78 |
| 9.00 | 5.33.2.1 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 I Ordinary Portland /Portland Slag cement, admixtures in
recommended proportions as per IS: 9103 to accelerate I 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 above plinth level upto floor V level Concrete of M25 grade with minimum cement
content of 330 kg /cum | 3.23 | Cu M | 8,330 ₹26,905.9 Lowest | 8,340 ₹26,938.2 | 8,340 ₹26,938.2 |
| 10.00 | 5.22.6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more | 1,578.44 | Kg | 91 ₹1,43,638.04 Lowest | 91.5 ₹1,44,427.26 | 91.5 ₹1,44,427.26 |
Tender Value
₹69.1 L
EMD Value
₹1.4 L
Closing Date
23 Jun 2026, 11:30 amClosed
GM(C)
KMVN OAK PARK HOUSE NAINITAL
Infrastructure development of village maat kasar devi distt. almora
2026_KMVN_96439_1
KMVN/844/845/2026
Open Tender
Civil Works
Item Rate
270 days
kasar devi
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Managing director kmvn ltd nainital
₹1.4 L
3 Jul 2026
9 Jun 2026
23 Jun 2026
9 Jun 2026
23 Jun 2026
9 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 2.6.1Earth 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 Sq M 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. - All Kinds of Soil | 103.47 | Cu M | 150.42 | ₹15,563.96 |
| 2 | 2.25Filling available excavated earth (excluding hard rock/Ordinary 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 m and lift upto 1.5 m. | 152.6 | Cu M | 166.1 | ₹25,346.86 |
| 3 | 2.27Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 4.98 | Cu M | 1,799.79 | ₹8,962.95 |
| 4 | 4.1.4 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-Ill) derived from
natural sources : 4 graded stone aggregate 40 mm nominal
size derived from natural sources) | 4.98 | Cu M | 6,593.47 | ₹32,835.48 |
| 5 | 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mmnominal size) | 31.87 | Cu M | 5,772.88 | ₹1,83,981.69 |
| 6 | 4.17Making plinth protection 50 mm thick of cement concrete 1 :3:6
(1 cement : 3 coarse sand (zone-Ill) derived from natural sources :
6 graded stone aggregate 20 mm nominal size derived from natural
sources) over 75 mm 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. | 14.7 | Sq M | 635 | ₹9,334.5 |
| 7 | 5.1.2 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) ] | 13.68 | Cu M | 7,665.89 | ₹1,04,869.38 |
| 8 | 5.33.1.1 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 I Ordinary Portland /Portland Slag cement, admixtures in
recommended proportions as per IS: 9103 to accelerate I 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 | 8.26 | Cu M | 8,054.87 | ₹66,533.23 |
| 9 | 5.33.2.1 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 I Ordinary Portland /Portland Slag cement, admixtures in
recommended proportions as per IS: 9103 to accelerate I 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 above plinth level upto floor V level Concrete of M25 grade with minimum cement
content of 330 kg /cum | 3.23 | Cu M | 8,356.27 | ₹26,990.75 |
| 10 | 5.22.6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more | 1,578.44 | Kg | 91.4 | ₹1,44,269.42 |
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