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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 CrAccepted-Finance | L1 | Accepted-Finance Financially qualify | |
| 2 | L2₹11.8 Cr+₹2.4 L (0.21%)Rejected-Finance AMRAVATI COLONY MALLI BAMORI HALDWANI | NAINITAL | UTTARAKHAND | 244713 | L2 | Rejected-Finance Financially disqualify | |
| 3 | L3₹11.8 Cr+₹2.6 L (0.22%)Rejected-Finance | L3 | Rejected-Finance Financially disqualify |
| Sl No | Description | Qty | Unit | M/S Kumar Construction L3 | Ratan Construction L2 | VRINDA CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 86.63 | cu.m | 10,647 ₹9,22,349.61 | 10,645 ₹9,22,176.35 | 10,621 ₹9,20,097.23 Lowest |
| 2.00 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes | 1,897.5 | Kg | 205 ₹3,88,987.5 | 205 ₹3,88,987.5 | 204 ₹3,87,090 Lowest |
| 3.00 | Earth work in excavation in trenches for foundation and for pipes cables etc. in ordinary soil including fitup to 1.5m and dressing of sides and ramming bottoms and disposal of surplus excavated earth as directed by the engineer with in a lead of 50m. | 2,884.95 | cu.m | 274 ₹7,90,476.3 | 274 ₹7,90,476.3 | 273 ₹7,87,591.35 Lowest |
| 4.00 | Filing available excavated earth in trenches ,plinth,sides of foundation tec.in layers not exceeding 20cm in the depth ,consolidation each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. | 755.59 | cu.m | 206 ₹1,55,651.54 Lowest | 206 ₹1,55,651.54 Lowest | 206 ₹1,55,651.54 Lowest |
| 5.00 | Providing and laying in cement concrte 1:4:8(1cement :4fine sand:08graded brick aggregated 40mm .nominal size.) and curing complete excluding cost of form work in foundation and floors. | 225.12 | cu.m | 7,168 ₹16,13,660.16 | 7,167 ₹16,13,435.04 | 7,151 ₹16,09,833.12 Lowest |
| 6.00 | 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). All works upto plinth level | 468.68 | cu.m | 10,002 ₹46,87,737.36 | 10,000 ₹46,86,800 | 9,978 ₹46,76,489.04 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).All works above plinth level upto floor V level | 447.28 | cu.m | 10,376 ₹46,40,977.28 | 10,374 ₹46,40,082.72 | 10,351 ₹46,29,795.28 Lowest |
| 8.00 | Centering shuttering including strutting, propping etc. and removal of form work Foundations, footings, bases of columns, etc. for mass
concrete | 2,059.45 | sqm | 413 ₹8,50,552.85 | 413 ₹8,50,552.85 | 412 ₹8,48,493.4 Lowest |
| 9.00 | Centering shuttering including strutting, propping etc. and removal of form work Columns, Pillars, Piers, Abutments, Posts and Struts. | 921.72 | sqm | 1,012 ₹9,32,780.64 | 1,011 ₹9,31,858.92 | 1,009 ₹9,30,015.48 Lowest |
| 10.00 | 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). | 237.52 | cu.m | 7,505 ₹17,82,587.6 | 7,504 ₹17,82,350.08 | 7,487 ₹17,78,312.24 Lowest |
Tender Value
₹12.8 Cr
EMD Value
₹25.5 L
Closing Date
19 Dec 2025, 12:00 pmClosed
GM(T)
UKKUVB, Rudrapur
Civil infrastructure and development work under PM E-Bus Sewa Scheme for Uttarakhand Transport Corporation in Transport Nagar District Dehradun
2025_UAPMB_89437_1
e-nivida-715/2025
Open Tender
Civil Works
Item Rate
540 days
Transport Nagar (Dehradun)
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
GM(T), UKKUVB, Rudrapur
₹25.5 L
20 Dec 2025
2 Dec 2025
19 Dec 2025
2 Dec 2025
19 Dec 2025
2 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 86.63 | cu.m | - | - |
| 2 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes | 1,897.5 | Kg | - | - |
| 3 | Earth work in excavation in trenches for foundation and for pipes cables etc. in ordinary soil including fitup to 1.5m and dressing of sides and ramming bottoms and disposal of surplus excavated earth as directed by the engineer with in a lead of 50m. | 2,884.95 | cu.m | - | - |
| 4 | Filing available excavated earth in trenches ,plinth,sides of foundation tec.in layers not exceeding 20cm in the depth ,consolidation each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. | 755.59 | cu.m | - | - |
| 5 | Providing and laying in cement concrte 1:4:8(1cement :4fine sand:08graded brick aggregated 40mm .nominal size.) and curing complete excluding cost of form work in foundation and floors. | 225.12 | cu.m | - | - |
| 6 | 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). All works upto plinth level | 468.68 | cu.m | - | - |
| 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).All works above plinth level upto floor V level | 447.28 | cu.m | - | - |
| 8 | Centering shuttering including strutting, propping etc. and removal of form work Foundations, footings, bases of columns, etc. for mass
concrete | 2,059.45 | sqm | - | - |
| 9 | Centering shuttering including strutting, propping etc. and removal of form work Columns, Pillars, Piers, Abutments, Posts and Struts. | 921.72 | sqm | - | - |
| 10 | 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). | 237.52 | cu.m | - | - |
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