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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.1 CrAdmitted-Finance | -36.81% | ₹3.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.2 Cr+₹3.4 L (1.08%)Admitted-Finance | -36.13% | ₹3.2 Cr+₹3.4 L (1.08%) | L2 | Admitted-Finance |
| 3 | L3₹3.2 Cr+₹12.6 L (4.05%)Admitted-Finance | -34.25% | ₹3.2 Cr+₹12.6 L (4.05%) | L3 | Admitted-Finance |
| 4 | L4₹3.5 Cr+₹33.6 L (10.8%)Admitted-Finance | -30.00% | ₹3.5 Cr+₹33.6 L (10.8%) | L4 | Admitted-Finance |
| 5 | L4₹3.5 Cr+₹33.6 L (10.8%)Admitted-Finance | -30.00% | ₹3.5 Cr+₹33.6 L (10.8%) | L4 | Admitted-Finance |
Tender Value
₹4.9 Cr
EMD Value
₹9.9 L
Closing Date
2 Jul 2025, 5:00 pmClosed
EX ENGINEER
EX ENGINEER OFFICE AT SPORTS HOUSE MA STADIUM
Construction of Flood Protection Bund from river side at Khel Goan Nagrota.
2025_SPORT_278700_1
e-nit 01yss of 2025-26 dated 11.06.2025
Open Tender
Civil Works
Percentage
365 days
KHEL GOAN NAGROTA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,500
EX ENGINEER CDJ
₹9.9 L
EX ENGINEER OFFICE AT SPORTS HOUSE MA STADIUM
7 Jan 2026
13 Jun 2025
3 Jul 2025
13 Jun 2025
2 Jul 2025
13 Jun 2025
19 Jun 2025
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth asper direction of engineer incharge and lift upto 1.5 m, as directed by Engineer-in-Charge All kinds of soil : | 8,300 | cum | 187.3 | ₹15,54,590 |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil : | 2,490 | cum | 89.75 | ₹2,23,477.5 |
| 3 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge All kinds of soil : | 168.48 | cum | 256.85 | ₹43,274.09 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering . All works upto plinth level 1:4:8 mix (1 cement: 4 coarse sand:8 graded stone aggregates) 40 mm nominal size (crushed) | 215.29 | cum | 5,202.9 | ₹11,20,106.33 |
| 5 | 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-incharge. All works upto plinth level/NSL | 1,507.99 | cum | 8,021.1 | ₹1,20,95,698.48 |
| 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-incharge. All works above plinth level / foundation level upto floor V level | 520.79 | cum | 9,412.05 | ₹49,01,725.05 |
| 7 | Reinforcement for R.C.C work including straightening, cutting, bending , placing in position and binding all complete. | 1,78,819 | kg | 123.2 | ₹2,20,30,500.8 |
| 8 | Centring and shuttering including strutting, propping etc. and removal of form work for foundations, footings, base of columns for work under NSL | 2,632 | sqm | 286.35 | ₹7,53,673.2 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. for wall above NSL/ foundation | 2,394 | sqm | 577.55 | ₹13,82,654.7 |
| 10 | carriage of sand by MT | 1,055 | cum | 200.74 | ₹2,11,780.7 |
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