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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹37.0 LAdmitted-Finance | -39.81% | ₹37.0 L | L1 | Admitted-Finance |
| 2 | L2₹39.2 LAdmitted-Finance DELHI ALWAR ROAD SADDIQ NAGAR DISTRICT NUH 122107 | NUH | HARYANA | 122107 | -36.27% | ₹39.2 L | L2 | Admitted-Finance |
| 3 | L3₹40.0 LAdmitted-Finance | -34.96% | ₹40.0 L | L3 | Admitted-Finance |
| 4 | L4₹41.5 LAdmitted-Finance | -32.55% | ₹41.5 L | L4 | Admitted-Finance |
| 5 | L5₹42.7 LAdmitted-Finance | -30.51% | ₹42.7 L | L5 | Admitted-Finance |
Tender Value
₹61.5 L
EMD Value
₹1.2 L
Closing Date
4 May 2026, 6:00 pmClosed
Commissioner
Municipal Council Sikar
Construction Of CC Road Work From Aanand Nagar Near By Parasar Temple in sikar
2026_DLB_551755_3
2026-27ENIB04
Open Tender
Civil Works
120 days
Municipal Council Sikar
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Commissioner, MDRISL
₹1.2 L
Yes
18 May 2026
14 Apr 2026
5 May 2026
14 Apr 2026
4 May 2026
14 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 Aanand NagarNear By Parasar Temple 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.
Cement Concrete Grade M-15 and above and PCC blocks | - | P.cum | 678 | - | BI01010001010000000000000515BI0100001113 |
| 2.01 | 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. In all type of soil | - | P.cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3.01 | Carriage of Materials by mechanical transport including loading, unloading and stacking ::
Earth up to 5 Km | - | P.cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4.01 | 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 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. | - | p.cum | 3,070 | - | BI01010001010000000000000515BI0100001116 |
| 5.01 | 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.PCC M-20 | - | p.cum | - | - | BI01010001010000000000000515BI0100001117 |
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