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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹17.7 LAdmitted-Finance | -40.42% | ₹17.7 L | L1 | Admitted-Finance |
| 2 | L2₹20.0 L+₹2.2 L (12.7%)Admitted-Finance 112 AMBALA ROAD NARAINGARH AMBALA 134203 | NARAINGARH | AMBALA | HARYANA | 134203 | -32.86% | ₹20.0 L+₹2.2 L (12.7%) | L2 | Admitted-Finance |
| 3 | L3₹21.6 L+₹3.9 L (22.0%)Admitted-Finance | -27.30% | ₹21.6 L+₹3.9 L (22.0%) | L3 | Admitted-Finance |
| 4 | L4₹21.7 L+₹4.0 L (22.6%)Admitted-Finance | -26.96% | ₹21.7 L+₹4.0 L (22.6%) | L4 | Admitted-Finance |
| 5 | L5₹21.7 L+₹4.0 L (22.7%)Admitted-Finance DELHI ALWAR ROAD SADDIQ NAGAR DISTRICT NUH 122107 | NUH | HARYANA | 122107 | -26.91% | ₹21.7 L+₹4.0 L (22.7%) | L5 | Admitted-Finance |
Tender Value
₹29.7 L
EMD Value
₹59,480
Closing Date
23 Apr 2026, 6:00 pmClosed
COMMISSIONER
MUNICIPAL COUNCIL SIKAR
Construction of Drain work in Shekhawat Colony in Sikar.
2026_DLB_549909_13
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
₹59,480
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 WORK IN SHEKHAWAT COLONY IN SIKAR. | |||||
| 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. | 180 | p.cum | 678 | ₹1,22,040 |
| 2.01 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated 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. | 630 | p.cum | 229.5 | ₹1,44,585 |
| 3.01 | Carriage of Materials by mechanical transport including loading, unloading andstacking :: 2 km | - | p.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) | 112.5 | cum | 4,330 | ₹4,87,125 |
| 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 | 1,800 | p.sqm | 367 | ₹6,60,600 |
| 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) | 202.5 | p.cum | 5,510 | ₹11,15,775 |
| 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 | 450 | p.sqm | 422.5 | ₹1,90,125 |
| 8.01 | Providing and laying in position cement concrete of specified grade
excluding the cost of centring and shuttering - All work upto plinth
level1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20
mm nominal size). | 11.25 | p.sqm | 5,910 | ₹66,487.5 |
| 9.01 | Providing and fixing of reinforced Ferro-Cement drain covers
designed for 'AA' class loading duly marked on cover with adequate
steel reinforcement having thickness 75mm to 150mm anti corrosive
bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures
like plasticizer, bond improving compound, shrinkage, resistance
compound, abrasion resistant complete as per approved design etc. | 16 | p.sqm | 2,885 | ₹46,160 |
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