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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹27.9 LAdmitted-Finance | -36.39% | ₹27.9 L | L1 | Admitted-Finance |
| 2 | L2₹29.4 LAdmitted-Finance | -32.99% | ₹29.4 L | L2 | Admitted-Finance |
| 3 | L3₹32.5 LAdmitted-Finance | -25.96% | ₹32.5 L | L3 | Admitted-Finance |
| 4 | L4₹32.9 LAdmitted-Finance DELHI ALWAR ROAD SADDIQ NAGAR DISTRICT NUH 122107 | NUH | HARYANA | 122107 | -25.13% | ₹32.9 L | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Non Responsive |
Updated dates
Tender Value
₹43.9 L
EMD Value
₹87,840
Closing Date
23 Apr 2026, 6:00 pmClosed
COMMISSIONER
MUNICIPAL COUNCIL SIKAR
Construction Of CC Road Ishawar Singh Rathor Ramdev Parik Gali And Near Atmaram Shope In Housing Board Sikar
2026_DLB_549909_27
2026-27ENIB01
Open Tender
Civil Works
90 days
MUNICIPAL COUNCIL SIKAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
COMMISSIONER, MD RISL
₹87,840
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 Ishawar Singh Rathor Ramdev Parik Gali And Near Atmaram ‘S Shope In Housing Board Sikar | ||||||
| 1.01 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer.
Bituminous courses | - | p.cum | - | - | 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 | - | p.cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3.01 | Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. 4.2.1 In all type of soil cum | - | p.cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4.01 | Carriage of Materials by mechanical transport including loading, unloading and stacking ::
Earth up to 2 km | - | p.cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5.01 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared 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 concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | - | p.cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6.01 | Providing and laying un-reinforced, dowel jointed, 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, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 9.5.1 PCC M-20 cum 5,790.00 | - | p.cum | - | - | BI01010001010000000000000515BI0100001118 |
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