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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAdmitted-Finance | ₹3.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.3 Cr+₹6.4 L (1.99%)Admitted-Finance | ₹3.3 Cr+₹6.4 L (1.99%) | L2 | Admitted-Finance |
| 3 | L3₹3.4 Cr+₹19.4 L (6.06%)Admitted-Finance 1217 SHIVAM VIHAR GANESHPUR ROORKEE HARIDWAR | ₹3.4 Cr+₹19.4 L (6.06%) | L3 | Admitted-Finance |
| 4 | L4₹3.4 Cr+₹20.7 L (6.44%)Admitted-Finance | ₹3.4 Cr+₹20.7 L (6.44%) | L4 | Admitted-Finance |
| 5 | L5₹3.4 Cr+₹23.3 L (7.28%)Admitted-Finance 3 7 PADI GALI VIKAS NAGAR DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹3.4 Cr+₹23.3 L (7.28%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Y K Jain Company L5 | M/s Rakesh Kumar Contractor L2 | Sunil Kumar Bhatt L4 | ASHOK SINGH RAWAT L1 | M/s Lakshay Construction L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. All kinds of soil Earth work 1.5 m - 3.0 m | 743 | Cum. | 140 ₹1,04,020 | 100 ₹74,300 Lowest | 120 ₹89,160 | 139.14 ₹1,03,381.02 | 124 ₹92,132 |
| 2.00 | 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 m and lift upto 1.5 m. | 445 | Cum. | 160 ₹71,200 | 100 ₹44,500 Lowest | 125 ₹55,625 | 153.54 ₹68,325.3 | 137 ₹60,965 |
| 3.00 | 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 | 1,140 | Sqm | 100 ₹1,14,000 Lowest | 150 ₹1,71,000 | 190 ₹2,16,600 | 100 ₹1,14,000 Lowest | 217 ₹2,47,380 |
| 4.00 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) 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. | 110 | Sqm. | 500 ₹55,000 Lowest | 600 ₹66,000 | 500 ₹55,000 Lowest | 550 ₹60,500 | 523 ₹57,530 |
| 5.00 | 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) | 106 | Cum. | 5,000 ₹5,30,000 | 5,000 ₹5,30,000 | 4,850 ₹5,14,100 | 4,800 ₹5,08,800 | 4,747 ₹5,03,182 Lowest |
| 6.00 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. | 50 | Cum. | 1,500 ₹75,000 | 1,600 ₹80,000 | 1,000 ₹50,000 Lowest | 1,550 ₹77,500 | 1,480 ₹74,000 |
| 7.00 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). | 108 | Sqm. | 300 ₹32,400 | 300 ₹32,400 | 315 ₹34,020 | 321.84 ₹34,758.72 | 287 ₹30,996 Lowest |
| 8.00 | 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.: All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | 420 | Cum. | 7,500 ₹31,50,000 | 6,800 ₹28,56,000 | 7,400 ₹31,08,000 | 6,100 ₹25,62,000 Lowest | 6,623 ₹27,81,660 |
| 9.00 | 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.: All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum | 627 | Cum. | 7,700 ₹48,27,900 | 7,000 ₹43,89,000 | 7,800 ₹48,90,600 | 6,900 ₹43,26,300 | 6,871 ₹43,08,117 Lowest |
| 10.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars | 1,09,144.72 | Kg | 85 ₹92,77,301.2 | 83 ₹90,59,011.76 | 75 ₹81,85,854 | 64 ₹69,85,262.08 Lowest | 75.2 ₹82,07,682.94 |
Tender Value
₹4.1 Cr
EMD Value
₹8.1 L
Closing Date
3 Jun 2026, 5:00 pmClosed
General Manager
Office of Chief General Manager, Construction Wing, Uttarakhand Peyjal Nigam, Kamla Nagar(Opp. ONGC Hospital), Dehradun
CONSTRUCTION OF PROPOSED STUDY CENTRE AT AAMWALA DEHRADUN
2026_MDPEY_95451_1
1873/Nivida(Garh)D.Dun/51 Dt 12/05/2026
Open Tender
Civil Works
Item Rate
365 days
AAMWALA DEHRADUN
Please refer tender document
3 documents required · 3 mandatory
₹5,900
PM, Const.Unit, UKPJN, Dehradun
₹8.1 L
Dehradun
24 Jun 2026
14 May 2026
4 Jun 2026
14 May 2026
3 Jun 2026
21 May 2026
15 May 2026 - 19 May 2026
20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. All kinds of soil Earth work 1.5 m - 3.0 m | 743 | Cum. | - | - |
| 2 | 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 m and lift upto 1.5 m. | 445 | Cum. | - | - |
| 3 | 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 | 1,140 | Sqm | - | - |
| 4 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) 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. | 110 | Sqm. | - | - |
| 5 | 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) | 106 | Cum. | - | - |
| 6 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. | 50 | Cum. | - | - |
| 7 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). | 108 | Sqm. | - | - |
| 8 | 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.: All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | 420 | Cum. | - | - |
| 9 | 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.: All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum | 627 | Cum. | - | - |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars | 1,09,144.72 | Kg | - | - |
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