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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAdmitted-Finance M S VINOD PRASAD BIJALWAN PROPRIETOR NAGAR PANCHAYAT GAJA TEHRI GARHWAL | TEHRI GARHWAL | UTTARAKHAND | 248008 | ₹3.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.2 CrAdmitted-Finance DEHRADUN | UTTARAKHAND | 248001 | ₹3.2 Cr | L2 | Admitted-Finance |
| 3 | L3₹3.4 CrAdmitted-Finance | ₹3.4 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical C O HOTEL VASUNDHARA PLACE KAILASH GATE MUNIKI RETI TEHRI GARHWAL | TEHRI GARHWAL | UTTARAKHAND | - | - | Rejected-Technical Technical not Qualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technical not Qualified |
| Sl No | Description | Qty | Unit | Arvind Kumar L2 | M/s Rakesh Kumar Contractor L3 | VINOD PRASAD BIJLWAN L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | 677.57 | cu.m | 140 ₹94,859.80 | 150 ₹1.0 L | 142 ₹96,214.94 |
| 2.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials | 140.82 | cu.m | 100 ₹14,082 | 108 ₹15,208.56 | 102 ₹14,363.64 |
| 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 | 584.19 | Sqm | 200 ₹1.2 L | 265 ₹1.5 L | 248 ₹1.4 L |
| 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 . | 448.69 | cu.m | 160 ₹71,790.40 | 166 ₹74,482.54 | 156 ₹69,995.64 |
| 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. | 211.85 | cu.m | 240 ₹50,844 | 261 ₹55,292.85 | 246 ₹52,115.10 |
| 6.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 82 | cu.m | 1,450 ₹1.2 L | 1,800 ₹1.5 L | 1,700 ₹1.4 L |
| 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 | 109.43 | cu.m | 5,750 ₹6.3 L | 5,772 ₹6.3 L | 5,452 ₹6.0 L |
| 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 | 179.51 | sq.m | 630 ₹1.1 L | 640 ₹1.1 L | 600 ₹1.1 L |
| 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 | 155.58 | cu.m | 8,000 ₹12.4 L | 8,055 ₹12.5 L | 7,612 ₹11.8 L |
| 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 | 208.53 | cu.m | 8,300 ₹17.3 L | 8,356 ₹17.4 L | 7,896 ₹16.5 L |
Updated dates
Tender Value
₹3.4 Cr
EMD Value
₹8.0 L
Closing Date
23 Feb 2026, 4:00 pmClosed
S E PROJECT CIRCLE DEHRADUN
OFFICE OF SUPERINTENDING ENGINEER PROJECT CIRCLE DEHRADUN
CONSTRUCTION FOR MODEL VETERINARY HOSPITAL AT MINI KI RETI TEHRI GARHWAL UTTARAKHAND
2026_IRDCE_91492_1
23/SE/2025-26 Dated 31.01.2026
Open Tender
Civil Works
365 days
Munikireti tehri garhwal
AS PER STANDARD BIDDING DOCUMENT
2 documents required · 2 mandatory
₹5,900
Executive Engineer Project Division Dehradun
₹8.0 L
OFFICE OF S E PROJECT CIRCLE DEHRADUN
1 Apr 2026
2 Feb 2026
23 Feb 2026
3 Feb 2026
23 Feb 2026
4 Feb 2026
6 Feb 2026
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