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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹6.1 L (5.50%)Admitted-Finance | ₹1.2 Cr+₹6.1 L (5.50%) | L2 | Admitted-Finance |
| 3 | L3₹1.3 Cr+₹15.2 L (13.7%)Admitted-Finance | ₹1.3 Cr+₹15.2 L (13.7%) | L3 | Admitted-Finance |
| 4 | L4₹1.4 Cr+₹24.5 L (22.1%)Admitted-Finance | ₹1.4 Cr+₹24.5 L (22.1%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Online Tender Fee & EMD not submitted by the Bidder |
| Sl No | Description | Qty | Unit | yash constrution co. L3 | Sunil Kumar Bhatt L4 | UTKRISHTA BUILDERS AND CONTRAACTORS L2 | MS HARIOM TRADERS L1 |
|---|---|---|---|---|---|---|---|
| 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. | 57.1 | Cum | 120 ₹6,852 Lowest | 220 ₹12,562 | 200 ₹11,420 | 173.85 ₹9,926.84 |
| 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. | 6.04 | Cum | 120 ₹724.8 Lowest | 166 ₹1,002.64 | 150 ₹906 | 130 ₹785.2 |
| 3.00 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 2.16 | Cum | 1,000 ₹2,160 | 1,798 ₹3,883.68 | 500 ₹1,080 Lowest | 1,418 ₹3,062.88 |
| 4.00 | 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) | 2.82 | Cum | 4,200 ₹11,844 Lowest | 5,766 ₹16,260.12 | 4,500 ₹12,690 | 4,549 ₹12,828.18 |
| 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 upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | 16.43 | Cum | 5,250 ₹86,257.5 Lowest | 8,045 ₹1,32,179.35 | 5,800 ₹95,294 | 6,348 ₹1,04,297.64 |
| 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 / 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 | 178.7 | Cum | 5,250 ₹9,38,175 Lowest | 8,150 ₹14,56,405 | 7,000 ₹12,50,900 | 6,585 ₹11,76,739.5 |
| 7.00 | 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 of grade Fe-500D or more. | 23,720.2 | Kg | 69 ₹16,36,693.8 Lowest | 82 ₹19,45,056.4 | 70 ₹16,60,414 | 72 ₹17,07,854.4 |
| 8.00 | Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 8.16 | Sqm | 300 ₹2,448 | 332 ₹2,709.12 | 300 ₹2,448 | 261 ₹2,129.76 Lowest |
| 9.00 | Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. | 354.69 | Sqm | 500 ₹1,77,345 Lowest | 700 ₹2,48,283 | 600 ₹2,12,814 | 642 ₹2,27,710.98 |
| 10.00 | Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 529.06 | Sqm | 500 ₹2,64,530 | 500 ₹2,64,530 | 400 ₹2,11,624 Lowest | 491 ₹2,59,768.46 |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
13 Jul 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 (SECOND FLOOR) OFFICE BUILDING FOR HOME GUARD NAGRIK SURAKSHA NIDESHALAYA AT DEHRADUN.
2026_MDPEY_96863_1
2452/Nivida(Garh)D.Dun/80 Dt 19/06/2026
Open Tender
Civil Works
Item Rate
270 days
DEHRADUN.
Please refer tender document
3 documents required · 3 mandatory
₹5,900
PM, Const.Unit, UKPJN, Dehradun
₹3.0 L
Dehradun
31 Jul 2026
20 Jun 2026
14 Jul 2026
20 Jun 2026
13 Jul 2026
29 Jun 2026
22 Jun 2026 - 26 Jun 2026
27 Jun 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. | 57.1 | 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. | 6.04 | Cum | - | - |
| 3 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 2.16 | Cum | - | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 2.82 | Cum | - | - |
| 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 upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | 16.43 | 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 / 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 | 178.7 | Cum | - | - |
| 7 | 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 of grade Fe-500D or more. | 23,720.2 | Kg | - | - |
| 8 | Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 8.16 | Sqm | - | - |
| 9 | Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. | 354.69 | Sqm | - | - |
| 10 | Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 529.06 | Sqm | - | - |
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