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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC 317 GALI NO 2 GANGA NAGAR RISHIKESH | RISHIKESH | UTTARAKHAND | ₹2.3 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹2.9 Cr+₹58.8 L (25.1%)Rejected-Finance PAURI GARHWAL | UTTARAKHAND | 246001 | ₹2.9 Cr+₹58.8 L (25.1%) | L2 | Rejected-Finance Highest Rate Quoted by bidder |
| 3 | Rejected-Technical 00 KANDHARPUR NEAR JUNIOR HIGH SCHOOL KANDHARPUR BAREILLY UTTAR PRADESH 243004 UDYAM UP 15 0021222 | BAREILLY | UTTAR PRADESH | 243004 | - | - | Rejected-Technical Not Technically Qualified |
| Sl No | Description | Qty | Unit | OM Associates L1 | SANJAY AGARWAL L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. | 547.02 | Cum | 150 ₹82,053 Lowest | 231 ₹1,26,361.62 |
| 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. | 277.53 | Cum | 150 ₹41,629.5 Lowest | 174 ₹48,290.22 |
| 3.00 | Treatment of soil under existing floors using chemical emul?sion @ 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 | 620.74 | Sqm | 50 ₹31,037 Lowest | 276 ₹1,71,324.24 |
| 4.00 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 59.91 | Cum | 50 ₹2,995.5 Lowest | 1,891 ₹1,13,289.81 |
| 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. | 239.62 | Cum | 500 ₹1,19,810 Lowest | 623 ₹1,49,283.26 |
| 6.00 | 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 : 8 graded stone aggregate 40 mm nominal size) | 109.68 | Cum | 5,000 ₹5,48,400 Lowest | 6,066 ₹6,65,318.88 |
| 7.00 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). | 85.04 | Sqm | 300 ₹25,512 Lowest | 365 ₹31,039.6 |
| 8.00 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mmnominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. | 84.85 | Sqm | 500 ₹42,425 Lowest | 667 ₹56,594.95 |
| 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.: 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 | 143.38 | Cum | 7,000 ₹10,03,660 Lowest | 8,464 ₹12,13,568.32 |
| 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 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 | 205.53 | Cum | 7,000 ₹14,38,710 Lowest | 8,781 ₹18,04,758.93 |
Tender Value
₹2.9 Cr
EMD Value
₹5.8 L
Closing Date
27 Mar 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 WAITING LOUNGE,DRIVING ROOM AND BARRACK AT STATE GUEST HOUSE , JOLLY GRANT AIRPORT , DEHRADUN
2026_MDPEY_92810_1
842/Nivida(Garh)D.Dun/19 Dt 06/03/2026
Open Tender
Civil Works
Item Rate
365 days
JOLLY GRANT AIRPORT
Please refer tender document
3 documents required · 3 mandatory
₹5,900
PM, Const.Unit, UKPJN, Dehradun
₹5.8 L
Dehradun
5 Sept 2026
7 Mar 2026
28 Mar 2026
7 Mar 2026
27 Mar 2026
14 Mar 2026
9 Mar 2026 - 12 Mar 2026
13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. | 547.02 | 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. | 277.53 | 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 | 620.74 | Sqm | - | - |
| 4 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 59.91 | Cum | - | - |
| 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. | 239.62 | Cum | - | - |
| 6 | 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 : 8 graded stone aggregate 40 mm nominal size) | 109.68 | Cum | - | - |
| 7 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). | 85.04 | Sqm | - | - |
| 8 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mmnominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. | 84.85 | Sqm | - | - |
| 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.: 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 | 143.38 | 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 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 | 205.53 | Cum | - | - |
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