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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹27.9 LAdmitted-Finance 112 AMBALA ROAD NARAINGARH AMBALA 134203 | NARAINGARH | AMBALA | HARYANA | 134203 | -42.86% | ₹27.9 L | L1 | Admitted-Finance |
| 2 | L2₹30.6 LAdmitted-Finance | -37.31% | ₹30.6 L | L2 | Admitted-Finance |
| 3 | L3₹30.7 LAdmitted-Finance | -37.21% | ₹30.7 L | L3 | Admitted-Finance |
| 4 | L4₹32.8 LAdmitted-Finance | -32.96% | ₹32.8 L | L4 | Admitted-Finance |
| 5 | L5₹33.3 LAdmitted-Finance | -31.92% | ₹33.3 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹48.9 L
EMD Value
₹97,720
Closing Date
23 Apr 2026, 6:00 pmClosed
COMMISSIONER
MUNICIPAL COUNCIL SIKAR
Construction of CC Road Work From Fatehpur Road Se Rajdhani Tiles Hote Huye Hanuman Mandir Ke Gali Se Garima Trade Center Tak and Adjoining Street WN. 65
2026_DLB_549909_29
2026-27ENIB01
Open Tender
Civil Works
90 days
MUNICIPAL COUNCIL SIKAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
COMMISSIONER, MD RISL
₹97,720
Yes
30 Apr 2026
4 Apr 2026
24 Apr 2026
4 Apr 2026
23 Apr 2026
4 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Construction of CC Road Work From Fatehpur Road Se Rajdhani Tiles Hote Huye Hanuman Mandir Ke Gali Se Garima Trade Center Tak & Adjoining Street WN. 65 | ||||||
| 1.01 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer.Bituminous courses fatehupr road to rajdhani tiles one side | 36.75 | p.cum | 445 | ₹16,353.75 | BI01010001010000000000000515BI0100001113 |
| 2.01 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer.Granular courses
fatehupr road to rajdhani tiles one side | 157.5 | cum | 310 | ₹48,825 | BI01010001010000000000000515BI0100001114 |
| 3.01 | Dressing of earth work in surface excavation including cutting and
filling upto 30cm depth including disposal of excavated earth upto
50m and lift upto 1.5 m. | - | sqm | 41 | - | BI01010001010000000000000515BI0100001115 |
| 4.01 | Earth work in excavation for roadway, including trimming bottom and sid slopes in accordance with requirement of line, grades and crosssections, including disposal of surplus material with all lift and leadupto 1000 metre as per MoRT&H specification clause 301
sides of road | - | cum | 235.5 | - | BI01010001010000000000000515BI0100001116 |
| 5.01 | Carriage of Materials by mechanical transport including loading, unloading andstacking :: 2 km | - | cum | 174.63 | - | BI01010001010000000000000515BI0100001117 |
| 6.01 | Providing and laying lean cement concrete 1:4:8 in Sub- base over aprepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be
less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. in patches | - | cum | 3,070 | - | BI01010001010000000000000515BI0100001118 |
| 7.01 | Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. | - | p.cum | 5,650 | - | BI01010001010000000000000515BI0100001119 |
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