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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 CrAccepted-Finance | ₹3.8 Cr | L1 | Accepted-Finance Qualified |
| 2 | L2₹3.8 Cr+₹14,948.76 (0.04%)Rejected-Finance AMRAVATI COLONY MALLI BAMORI HALDWANI | NAINITAL | UTTARAKHAND | 244713 | ₹3.8 Cr+₹14,948.76 (0.04%) | L2 | Rejected-Finance Disqualified |
| 3 | L3₹3.8 Cr+₹78,842.34 (0.21%)Rejected-Finance | ₹3.8 Cr+₹78,842.34 (0.21%) | L3 | Rejected-Finance Disqualified |
| Sl No | Description | Qty | Unit | Ratan Construction L2 | parkash chandra pandey L1 | MARTOLIA CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 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 All kinds of soil | 1,744.11 | Sqm | 45 ₹78,484.95 | 44 ₹76,740.84 Lowest | 44 ₹76,740.84 Lowest |
| 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. Hard rock (blasting prohibited) 2.7.3 | 1,113.07 | cum | 1,850 ₹20,59,179.5 | 1,848 ₹20,56,953.36 Lowest | 1,848.5 ₹20,57,509.9 |
| 3.00 | 1 :1 %:3 (1 Cement: 1 % coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 4.1.2 | 288.76 | cum | 10,760 ₹31,07,057.6 | 10,759 ₹31,06,768.84 Lowest | 10,759.5 ₹31,06,913.22 |
| 4.00 | 16.11 Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | 1,385.71 | Sqm | 1,138 ₹15,76,937.98 Lowest | 1,139 ₹15,78,323.69 | 1,139.1 ₹15,78,462.26 |
| 5.00 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 2.25(a) | 106.25 | cum | 903.5 ₹95,996.88 | 903 ₹95,943.75 Lowest | 903.5 ₹95,996.88 |
| 6.00 | 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 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 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum | 103.95 | cum | 12,261.1 ₹12,74,541.35 | 12,261 ₹12,74,530.95 Lowest | 12,661.1 ₹13,16,121.35 |
| 7.00 | 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 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 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum | 138.42 | cum | 12,719.5 ₹17,60,633.19 | 12,719 ₹17,60,563.98 Lowest | 12,719.6 ₹17,60,647.03 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and
cantilevers 5.9.5 | 753 | Sqm | 949.5 ₹7,14,973.5 | 949 ₹7,14,597 Lowest | 949.5 ₹7,14,973.5 |
| 9.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.1 Mild steel and Medium Tensile steel bars | 28,538.7 | kg | 138 ₹39,38,340.6 Lowest | 138 ₹39,38,340.6 Lowest | 138.1 ₹39,41,194.47 |
| 10.00 | 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 : 7.1.1 Cement mortar 1 :6 (1 cement: 6 coarse sand) | 387.16 | cum | 9,428 ₹36,50,144.48 | 9,425 ₹36,48,983 Lowest | 9,430.5 ₹36,51,112.38 |
Tender Value
₹3.8 Cr
EMD Value
₹7.5 L
Closing Date
8 May 2026, 11:30 amClosed
GM(C)
KMVN Ltd oak park house Nainital
Construction of multistory level parking and public plaza in open land near thana mukteswar distt Nainital
2026_KMVN_94483_1
KMVN/147/16042026
Open Tender
Civil Works
Item Rate
720 days
Mukteswar Nainital
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
MD KMVN Ltd
₹7.5 L
13 May 2026
21 Apr 2026
8 May 2026
21 Apr 2026
8 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 All kinds of soil | - | 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. Hard rock (blasting prohibited) 2.7.3 | - | cum | - | - |
| 3 | 1 :1 %:3 (1 Cement: 1 % coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 4.1.2 | - | cum | - | - |
| 4 | 16.11 Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | - | Sqm | - | - |
| 5 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 2.25(a) | - | cum | - | - |
| 6 | 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 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum | - | cum | - | - |
| 7 | 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 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum | - | cum | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and
cantilevers 5.9.5 | - | Sqm | - | - |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.1 Mild steel and Medium Tensile steel bars | - | kg | - | - |
| 10 | 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 : 7.1.1 Cement mortar 1 :6 (1 cement: 6 coarse sand) | - | cum | - | - |
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