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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.0 LAdmitted-Finance | -37.99% | ₹11.0 L | L1 | Admitted-Finance |
| 2 | L2₹13.1 L+₹2.1 L (19.5%)Admitted-Finance | -25.89% | ₹13.1 L+₹2.1 L (19.5%) | L2 | Admitted-Finance |
| 3 | L3₹13.3 L+₹2.3 L (21.0%)Admitted-Finance | -24.96% | ₹13.3 L+₹2.3 L (21.0%) | L3 | Admitted-Finance |
| 4 | L4₹13.6 L+₹2.6 L (23.5%)Admitted-Finance | -23.40% | ₹13.6 L+₹2.6 L (23.5%) | L4 | Admitted-Finance |
| 5 | L5₹13.7 L+₹2.7 L (24.4%)Admitted-Finance 112 AMBALA ROAD NARAINGARH AMBALA 134203 | NARAINGARH | AMBALA | HARYANA | 134203 | -22.87% | ₹13.7 L+₹2.7 L (24.4%) | L5 | Admitted-Finance |
Tender Value
₹17.7 L
EMD Value
₹35,440
Closing Date
23 Apr 2026, 6:00 pmClosed
COMMISSIONER
MUNICIPAL COUNCIL SIKAR
Construction of CC drain in Dujod Village
2026_DLB_549909_7
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
₹35,440
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 CC drain in Dujod Village | |||||
| 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. | 36 | P.CUM | 678 | ₹24,408 |
| 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. | - | P.CUM | - | - |
| 3.01 | Carriage of Materials by mechanical transport including loading, unloading andstacking :: 2 km | - | p.cum | - | - |
| 4.01 | Providing granular bedding having width = outer dia of pipe (Bc) +
500mm, thickness below pipe = 0.25Bc or 100mm (whichever is
higher) and haunching = 0.5Bc, with graded hard crusher broken
stone of 100% passing through 20mm sieve, 20 to 50 % passing
through 10mm sieve and 100 % retain on 6.3mm sieve, laying in
layers of thickness 10/15cm including ramming, consolidation etc
complete for all type of pipes of following sizes as per drawing and
or as directed by Engineer.600 mm internal diameter | - | P.CUM | 490 | - |
| 5.01 | Providing and Laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of MoRT&H specification including all material, labour form work, machinery. | - | meter | 3,535 | - |
| 6.01 | 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) | - | p.cum | 4,330 | - |
| 7.01 | 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 | - | sqm | 367 | - |
| 8.01 | 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) | - | P.CUM | 5,510 | - |
| 9.01 | 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 | - | sqm | 422.5 | - |
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