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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-Finance | ₹2.5 Cr | L1 | Accepted-Finance Financially qualify |
| 2 | L2₹2.5 Cr+₹97,605.43 (0.39%)Rejected-Finance | ₹2.5 Cr+₹97,605.43 (0.39%) | L2 | Rejected-Finance Financially disqualify |
| 3 | L3₹2.5 Cr+₹1.1 L (0.45%)Rejected-Finance | ₹2.5 Cr+₹1.1 L (0.45%) | L3 | Rejected-Finance Financially disqualify |
| Sl No | Description | Qty | Unit | M/S SUBHASH CHANDRA THAPLIYAL L3 | MOHAN SINGH DHEK L1 | M/S ENGINEERS CONSTRUCTION L2 |
|---|---|---|---|---|---|---|
| 1.00 | 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. | 462.62 | cu.m | 178 ₹82,346.36 | 177 ₹81,883.74 Lowest | 178 ₹82,346.36 |
| 2.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials | 96.53 | cu.m | 127 ₹12,259.31 Lowest | 127 ₹12,259.31 Lowest | 127 ₹12,259.31 Lowest |
| 3.00 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 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 | 219.2 | Sqm | 311 ₹68,171.2 | 309 ₹67,732.8 Lowest | 311 ₹68,171.2 |
| 4.00 | Filling available excavated earth (excluding rock) in trenches ,plinth,sides of foundation etc . in layers not exceeding 20cm in depth ,consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m . | 284.02 | cu.m | 196 ₹55,667.92 Lowest | 196 ₹55,667.92 Lowest | 196 ₹55,667.92 Lowest |
| 5.00 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each
layer by rolling/ ramming and watering, all complete as per drawing and irection of Engineer -in - charge. | 95.79 | cu.m | 309 ₹29,599.11 | 308 ₹29,503.32 Lowest | 309 ₹29,599.11 |
| 6.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 28.74 | cu.m | 2,129 ₹61,187.46 | 2,120 ₹60,928.8 Lowest | 2,127 ₹61,129.98 |
| 7.00 | Providing and laying in position cement concrete 1:4:8 (1cement :4 coarse sand:08graded brick aggregated 40mm .nominal size.) excluding the cost of centering and shuttering - All work upto plinth level | 63.26 | cu.m | 6,829 ₹4,32,002.54 | 6,798 ₹4,30,041.48 Lowest | 6,822 ₹4,31,559.72 |
| 8.00 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement :3 coarsesand : 6graded stoneaggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth | 67.71 | sq.m | 751 ₹50,850.21 | 748 ₹50,647.08 Lowest | 750 ₹50,782.5 |
| 9.00 | 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 | 121.84 | cu.m | 9,529 ₹11,61,013.36 | 9,486 ₹11,55,774.24 Lowest | 9,519 ₹11,59,794.96 |
| 10.00 | 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 | 252.28 | cu.m | 9,885 ₹24,93,787.8 | 9,841 ₹24,82,687.48 Lowest | 9,875 ₹24,91,265 |
Tender Value
₹2.8 Cr
EMD Value
₹5.7 L
Closing Date
27 Mar 2026, 12:00 pmClosed
GM(T)
UKKUVB, Rudrapur
Construction work of Ambedkar Bhawan in Gorkhanagar, Lohaghat (Champawat)
2026_UAPMB_93328_1
e-nivida-748/2026
Open Tender
Civil Works
Item Rate
540 days
Gorkhanagar, Lohaghat (Champawat)
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
GM(T), UKKUVB, Rudrapur
₹5.7 L
13 May 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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. | |||||
| 2Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials | |||||
| 3Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 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 | |||||
| 4Filling available excavated earth (excluding rock) in trenches ,plinth,sides of foundation etc . in layers not exceeding 20cm in depth ,consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m . | |||||
| 5Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and irection of Engineer -in - charge. | |||||
| 6Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | |||||
| 7Providing and laying in position cement concrete 1:4:8 (1cement :4 coarse sand:08graded brick aggregated 40mm .nominal size.) excluding the cost of centering and shuttering - All work upto plinth level | |||||
| 8Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement :3 coarsesand : 6graded stoneaggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth | |||||
| 9Providing 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 | |||||
| 10Providing 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 | |||||
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