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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.9 LAdmitted-Finance | -37.99% | ₹9.9 L | L1 | Admitted-Finance |
| 2 | L2₹11.0 L+₹1.1 L (11.2%)Admitted-Finance | -31.05% | ₹11.0 L+₹1.1 L (11.2%) | L2 | Admitted-Finance |
| 3 | L3₹11.4 L+₹1.5 L (14.7%)Admitted-Finance 112 AMBALA ROAD NARAINGARH AMBALA 134203 | NARAINGARH | AMBALA | HARYANA | 134203 | -28.87% | ₹11.4 L+₹1.5 L (14.7%) | L3 | Admitted-Finance |
| 4 | L4₹11.9 L+₹2.0 L (20.0%)Admitted-Finance | -25.56% | ₹11.9 L+₹2.0 L (20.0%) | L4 | Admitted-Finance |
| 5 | L5₹12.5 L+₹2.6 L (25.9%)Admitted-Finance | -21.96% | ₹12.5 L+₹2.6 L (25.9%) | L5 | Admitted-Finance |
Tender Value
₹16.0 L
EMD Value
₹32,040
Closing Date
23 Apr 2026, 6:00 pmClosed
COMMISSIONER
MUNICIPAL COUNCIL SIKAR
Construction of Drain Main Bus Stand to Main Village Road in Gram Nathawatpura
2026_DLB_549909_5
2026-27ENIB01
Open Tender
Civil Works
Percentage
60 days
MUNICIPAL COUNCIL SIKAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
COMMISSIONER, MD RISL
₹32,040
Yes
29 Apr 2026
3 Apr 2026
24 Apr 2026
3 Apr 2026
23 Apr 2026
3 Apr 2026
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 |
|---|---|---|---|---|---|
| 1Construction of Drain Main Bus Stand to Main Village Road in Gram Nathawatpura | |||||
| 1.01 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. | 25 | Cum | 678 | ₹16,950 |
| 2.01 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out theexcavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. | 288 | CUM | 229.5 | ₹66,096 |
| 3.01 | Carriage of Materials by mechanical transport including loading, unloading andstacking :: 2 km | - | CUM | 174.63 | - |
| 4.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size) | 96 | CUM | 4,330 | ₹4,15,680 |
| 5.01 | Centring and shuttering with plywood or steel sheet upto two stories
( each story of height upto 3.5 metre from floor level) including
strutting, propping etc. and removal of form for | 960 | SQM | 367 | ₹3,52,320 |
| 6.01 | 21.1 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 108 | CUM | 5,510 | ₹5,95,080 |
| 7.01 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms | 240 | SQM | 422.5 | ₹1,01,400 |
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