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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹28.4 LAdmitted-Finance | -32.20% | ₹28.4 L | L1 | Admitted-Finance |
| 2 | L2₹28.9 L+₹45,717.80 (1.61%)Admitted-Finance | -31.11% | ₹28.9 L+₹45,717.80 (1.61%) | L2 | Admitted-Finance |
| 3 | L3₹30.4 L+₹2.0 L (6.92%)Admitted-Finance | -27.51% | ₹30.4 L+₹2.0 L (6.92%) | L3 | Admitted-Finance |
| 4 | L4₹31.9 L+₹3.4 L (12.1%)Admitted-Finance | -23.99% | ₹31.9 L+₹3.4 L (12.1%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹41.9 L
EMD Value
₹83,700
Closing Date
1 Apr 2026, 6:00 pmClosed
Commissioner Municipal Council Jaisalmer
Commissioner Municipal Council Jaisalmer
Development work at Marriage Hall at Rewant Singh ki Dhani in ward No. 45
2026_DLB_547042_12
Vikas/30/2025-26/5778/18.03.26
Open Tender
Civil Works
Percentage
120 days
Jaisalmer
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Commissioner Municipal Council Jaisalmer
₹83,700
Yes
1 May 2026
19 Mar 2026
2 Apr 2026
19 Mar 2026
1 Apr 2026
19 Mar 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 in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m | - | Cum | - | - |
| 1.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size) | - | Cum | - | - |
| 1.03 | 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 | - | - |
| 1.04 | 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. | - | Cum | - | - |
| 1.05 | Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in-charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement 80mm thick | - | sqm | - | - |
| 1.06 | Random rubble masonry with hard stone in foundation and plinth Cement mortar 1:6 (1 cement : 6 coarse sand) | - | Cum | - | - |
| 1.07 | Supplying and fixing Jaisalmer stone Dassa (sills) fine dressed upto 15 cm. Thickness including panny type ornamental work. | - | Per Cum | - | - |
| 1.08 | Supplying and fixing ashlar solid block pillars fully fine (3 lines) dressed as per design provided by Engineer In Charge. | - | Per Cum | - | - |
| 1.09 | Supplying and fixing ashlar stone arches fuly fine (3 lines) dressed for 1.5 to 5m. Span (Net content payable) (a) Soorsagar or eqvt. White Ashlar for Tibaries. Fully Flowered leaves | - | Per Cum | - | - |
| 1.1 | Supplying and fixing ashlar face stone 10 cm thick fine (3 lines) dressed (A) White ashlar | - | Per sqm | - | - |
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