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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.3 LAdmitted-Finance | -35.99% | ₹13.3 L | L1 | Admitted-Finance |
| 2 | L2₹14.8 L+₹1.5 L (11.1%)Admitted-Finance | -28.91% | ₹14.8 L+₹1.5 L (11.1%) | L2 | Admitted-Finance |
| 3 | L3₹15.5 L+₹2.2 L (16.7%)Admitted-Finance | -25.31% | ₹15.5 L+₹2.2 L (16.7%) | L3 | Admitted-Finance |
| 4 | L4₹15.8 L+₹2.5 L (18.5%)Admitted-Finance | -24.12% | ₹15.8 L+₹2.5 L (18.5%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹20.8 L
EMD Value
₹41,600
Closing Date
6 Aug 2026, 2:00 pmClosed
COMMISISONER
Nagar Parishad Jalore
CONSTRUCTION OF CC ROAD FROM MOHAN LAL JI MALI HOUSE TO ARJUN JI DAS HOUSE IN FCI COLONY JALORE
2026_DLB_582200_4
NPJ/DEV/2026/2825 DATE 27-07-2026
Open Tender
Civil Works
Percentage
90 days
Jalore
Please Refer Tender Documents
3 documents required · 3 mandatory
₹500
COMMISISONER/MD RISL
₹41,600
Yes
27 Aug 2026
5 Aug 2026
7 Aug 2026
5 Aug 2026
6 Aug 2026
5 Aug 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 | Dismantling of flexible pavements and disposal of dismantled
materials up to a lead of 50 metres as directed by Engineer.
Bituminous courses | - | CUM | 411 | - |
| 1.02 | Carriage ofMaterials bymechanical
transportincludingloading,unloading andstacking ::EARTH 2 KM | - | CUM | 176.17 | - |
| 1.03 | 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 beless than 150 kg/ cum, optimum moisture content to be determined
during trial length construction, concrete strength not to be less than10 Mpa at 7 days, mixed in concrete mixer, laid manually,
compacted with surface vibrator, finishing and curing complete asper clause 601, 112 of MoRT&H specification including all material,labour, machinery, lighting, guarding and maintenance of diversion. | - | CUM | 2,775 | - |
| 1.04 | 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 aggregatenot exceeding 25 mm, mixed as per approved mix design, laid,spread, compacted and finished in a continuous operation includingprovision of contraction, expansion, construction and longitudinaloints, joint filler, separation membrane, sealant primer, joint sealant,debonding strip, admixtures (if required) as approved, curingcompound, finishing to lines and grades complete as per drawingand as per clause 602, 112 of MoRT&H specification including allmaterial, labour, machinery, lighting, guarding and maintenance ofdiversion. PCC M-20 | - | CUM | 5,420 | - |
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