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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.1 CrAccepted-Finance 2101 VARDHMAN TOWER JURS COUNTRY JAWALAPUR DISTRICT HARIDWAR | HARIDWAR | UTTARAKHAND | 247656 | ₹15.1 Cr | L1 | Accepted-Finance ok |
| 2 | L2₹15.1 Cr+₹75,737.04 (0.05%)Accepted-Finance | ₹15.1 Cr+₹75,737.04 (0.05%) | L2 | Accepted-Finance ok |
| 3 | Rejected-Technical | - | - | Rejected-Technical submitted blank document |
| Sl No | Description | Qty | Unit | Kothari Associates L2 | M/s Madhav Associates L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (HydraulicExcavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or10 sqm on plan)including dressing of sides and ramming of bottoms, lift upto 1.5m, including gettingout the excavated soil and disposal of surplus excavated soil asdirected, within a leadof 50 m,all kinds of soil. | 3,891.18 | Cum | 220.59 ₹8,58,355.4 | 220.48 ₹8,57,927.37 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 322.17 | Cum | 5,772.88 ₹18,59,848.75 | 5,769.99 ₹18,58,917.68 Lowest |
| 3.00 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) | 273.32 | Cum | 6,195.97 ₹16,93,482.52 | 6,192.87 ₹16,92,635.23 Lowest |
| 4.00 | 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 mininum 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 | 1,601.18 | Cum | 8,054.87 ₹1,28,97,296.75 | 8,050.84 ₹1,28,90,843.99 Lowest |
| 5.00 | 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 mininum 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 | 2,054.8 | Cum | 8,356.27 ₹1,71,70,463.6 | 8,352.09 ₹1,71,61,874.53 Lowest |
| 6.00 | 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) | 41.57 | Cum | 6,044.28 ₹2,51,260.72 | 6,041.26 ₹2,51,135.18 Lowest |
| 7.00 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinthlevel upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) | 984.46 | Cum | 7,716.91 ₹75,96,989.22 | 7,713.05 ₹75,93,189.2 Lowest |
| 8.00 | Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in Cement mortar 1:4 (1 cement :4 coarse sand) by the direction in Engineer-in-charge work to be execuated as per specification a rate of above given item | 826.59 | Sqm | 952.37 ₹7,87,219.52 | 951.89 ₹7,86,822.76 Lowest |
| 9.00 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | 826.59 | Sqm | 88.81 ₹73,409.46 | 88.77 ₹73,376.39 Lowest |
| 10.00 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete Thermo-Mechanically Treated bars above in plinth level | 5,739.89 | Qtl. | 9,139.83 ₹5,24,61,618.82 | 9,135.25 ₹5,24,35,330.12 Lowest |
Tender Value
₹15.1 Cr
EMD Value
₹35.7 L
Closing Date
18 Aug 2025, 6:00 pmClosed
CE(level-1) RWD, Uttrakhand, Dehradun
Office Chief Engineer (Level-1) Rural Works Department Tapovan Road Dehradun
Construction of 50 bed sub district Hospital at Thalisain under Hon CM announcement 521 yaer 2023 that the community Health Center Thalisain will be upgraded to a 50 bed sub District Hospital
2025_RES_85460_1
914/RWD/Dated 15-07-2025
Open Tender
Civil Works - Buildings
Item Rate
450 days
Thalisain
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,900
as per Tender document
₹35.7 L
Dehradun
28 Aug 2025
16 Jul 2025
20 Aug 2025
17 Jul 2025
18 Aug 2025
30 Jul 2025
17 Jul 2025 - 7 Aug 2025
4 Aug 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (HydraulicExcavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or10 sqm on plan)including dressing of sides and ramming of bottoms, lift upto 1.5m, including gettingout the excavated soil and disposal of surplus excavated soil asdirected, within a leadof 50 m,all kinds of soil. | 3,891.18 | Cum | 220.59 | ₹8,58,355.4 |
| 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 322.17 | Cum | 5,772.88 | ₹18,59,848.75 |
| 3 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) | 273.32 | Cum | 6,195.97 | ₹16,93,482.52 |
| 4 | 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 mininum 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 | 1,601.18 | Cum | 8,054.87 | ₹1,28,97,296.75 |
| 5 | 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 mininum 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 | 2,054.8 | Cum | 8,356.27 | ₹1,71,70,463.6 |
| 6 | 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) | 41.57 | Cum | 6,044.28 | ₹2,51,260.72 |
| 7 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinthlevel upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) | 984.46 | Cum | 7,716.91 | ₹75,96,989.22 |
| 8 | Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in Cement mortar 1:4 (1 cement :4 coarse sand) by the direction in Engineer-in-charge work to be execuated as per specification a rate of above given item | 826.59 | Sqm | 952.37 | ₹7,87,219.52 |
| 9 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | 826.59 | Sqm | 88.81 | ₹73,409.46 |
| 10 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete Thermo-Mechanically Treated bars above in plinth level | 5,739.89 | Qtl. | 9,139.83 | ₹5,24,61,618.82 |
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