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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹24.2 LAdmitted-Finance | -32.81% | ₹24.2 L | L1 | Admitted-Finance |
| 2 | L2₹26.7 L+₹2.5 L (10.3%)Admitted-Finance | -25.89% | ₹26.7 L+₹2.5 L (10.3%) | L2 | Admitted-Finance |
| 3 | L3₹27.0 L+₹2.8 L (11.5%)Admitted-Finance | -25.05% | ₹27.0 L+₹2.8 L (11.5%) | L3 | Admitted-Finance |
| 4 | L4₹27.8 L+₹3.6 L (14.8%)Admitted-Finance | -22.89% | ₹27.8 L+₹3.6 L (14.8%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹36.0 L
EMD Value
₹72,040
Closing Date
21 Apr 2026, 6:00 pmClosed
Commissioner Municipal Council Jaisalmer
Commissioner Municipal Council Jaisalmer
Construction of CC Roads in Dr. KL Achalwanshi Colony
2026_DLB_550466_6
Vikas/33/2025-26/41/07.04.26
Open Tender
Civil Works
Percentage
120 days
Jaisalmer
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Commissioner Municipal Council Jaisalmer
₹72,040
Yes
23 Apr 2026
8 Apr 2026
22 Apr 2026
8 Apr 2026
21 Apr 2026
8 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 |
|---|---|---|---|---|---|
| 1.01 | 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 | - | Cum | - | - |
| 1.02 | 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 manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all aterial, labour, machinery, lighting, guarding and maintenance of diversion. | - | Cum | - | - |
| 1.03 | Supplying and fixing machine cut fine dressed Red/Pink sand stone dasa or coping, with full moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade 75 mm thick | - | Sqm | - | - |
| 1.04 | Providing and laying un-reinforced, dowel jointed, plain cement concrete mix in 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 in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, 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, dowel bar, tie rod, admixtures 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. PCC M-20 | - | Cum | - | - |
| 1.05 | Carriage of Materials by mechanical transport including loading, unloading and stacking Earth 3 Km Lead | - | Cum | - | - |
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