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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-Finance LANE NO 02 LAXMI ENCLAVE DEHRAKHASH DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹1.6 Cr | L1 | Accepted-Finance Financially qualify |
| 2 | L2₹1.6 Cr+₹62,180.90 (0.39%)Rejected-Finance | ₹1.6 Cr+₹62,180.90 (0.39%) | L2 | Rejected-Finance Financially disqualify |
| 3 | L3₹1.6 Cr+₹68,469.98 (0.43%)Rejected-Finance 01 | NAINITAL | UTTARAKHAND | 244713 | ₹1.6 Cr+₹68,469.98 (0.43%) | L3 | Rejected-Finance Financially disqualify |
| Sl No | Description | Qty | Unit | PRIYANKA CONSTRUCTION L2 | UK Enterprises L1 | YTC BUILDERS L3 |
|---|---|---|---|---|---|---|
| 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. | 333.29 | cum | 261 ₹86,988.69 | 260 ₹86,655.4 Lowest | 261 ₹86,988.69 |
| 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. | 229.9 | cum | 196 ₹45,060.4 Lowest | 196 ₹45,060.4 Lowest | 196 ₹45,060.4 Lowest |
| 3.00 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion 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 | 136 | cum | 311 ₹42,296 | 309 ₹42,024 Lowest | 311 ₹42,296 |
| 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). | 41.55 | cum | 6,822 ₹2,83,454.1 | 6,795 ₹2,82,332.25 Lowest | 6,826 ₹2,83,620.3 |
| 5.00 | 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). | 21.82 | Sqm | 411 ₹8,968.02 | 410 ₹8,946.2 Lowest | 412 ₹8,989.84 |
| 6.00 | Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | 21.82 | Sqm | 146 ₹3,185.72 Lowest | 146 ₹3,185.72 Lowest | 146 ₹3,185.72 Lowest |
| 7.00 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).5.33.1 All works upto plinth level | 103.55 | Cum | 9,519 ₹9,85,692.45 | 9,481 ₹9,81,757.55 Lowest | 9,524 ₹9,86,210.2 |
| 8.00 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).5.33.2 All works above plinth level upto floor V level | 111.61 | Cum | 9,875 ₹11,02,148.75 | 9,836 ₹10,97,795.96 Lowest | 9,880 ₹11,02,706.8 |
| 9.00 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.c.c work Using Thermo-mechanically treated bars | 31,525.37 | Kg | 108 ₹34,04,739.96 | 107.5 ₹33,88,977.28 Lowest | 108 ₹34,04,739.96 |
| 10.00 | Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 91.77 | sqm | 393 ₹36,065.61 | 391 ₹35,882.07 Lowest | 393 ₹36,065.61 |
Tender Value
₹1.8 Cr
EMD Value
₹3.5 L
Closing Date
15 Jun 2026, 12:00 pmClosed
GM(T)
UKKUVB, Rudrapur
Construction work of building for Rajkiya Ayurvedic Chikitsalaya, Bhagwanpur, Haridwar
2026_UAPMB_95965_1
e-nivida-765/2026
Open Tender
Civil Works
Item Rate
365 days
Bhagwanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
GM(T), UKKUVB, Rudrapur
₹3.5 L
2 Jul 2026
27 May 2026
15 Jun 2026
27 May 2026
15 Jun 2026
27 May 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. | 333.29 | 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. | 229.9 | cum | - | - |
| 3 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion 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 | 136 | 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). | 41.55 | cum | - | - |
| 5 | 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). | 21.82 | Sqm | - | - |
| 6 | Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | 21.82 | Sqm | - | - |
| 7 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).5.33.1 All works upto plinth level | 103.55 | Cum | - | - |
| 8 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).5.33.2 All works above plinth level upto floor V level | 111.61 | Cum | - | - |
| 9 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.c.c work Using Thermo-mechanically treated bars | 31,525.37 | Kg | - | - |
| 10 | Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 91.77 | sqm | - | - |
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