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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.6 LAdmitted-Finance | -35.99% | ₹18.6 L | L1 | Admitted-Finance |
| 2 | L2₹18.8 L+₹22,394.56 (1.20%)Admitted-Finance | -35.22% | ₹18.8 L+₹22,394.56 (1.20%) | L2 | Admitted-Finance |
| 3 | L3₹18.9 L+₹27,338.82 (1.47%)Admitted-Finance | -35.05% | ₹18.9 L+₹27,338.82 (1.47%) | L3 | Admitted-Finance |
| 4 | L4₹19.5 L+₹83,761.48 (4.50%)Admitted-Finance | -33.11% | ₹19.5 L+₹83,761.48 (4.50%) | L4 | Admitted-Finance |
| 5 | L5₹21.0 L+₹2.4 L (12.8%)Admitted-Finance | -27.81% | ₹21.0 L+₹2.4 L (12.8%) | L5 | Admitted-Finance |
Tender Value
₹29.1 L
EMD Value
₹58,160
Closing Date
1 Apr 2026, 6:00 pmClosed
Commissioner Municipal Council Jaisalmer
Commissioner Municipal Council Jaisalmer
Development of Park in B-Block Laxmi Chand Sanwal Colony Jaisalmer
2026_DLB_547042_11
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
₹58,160
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 | Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. | - | sqm | - | - |
| 1.02 | 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 | - | - |
| 1.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size) | - | Cum | - | - |
| 1.04 | Random rubble masonry with hard stone in foundation and plinth Cement mortar 1:6 (1 cement : 6 coarse sand) | - | Cum | - | - |
| 1.05 | Coursed rubble masonry (second sort) with hard stone in foundation & plinth with : :Cement mortar 1:6 (1 cement : 6 coarse sand) extra for coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto two stories. | - | Cum | - | - |
| 1.06 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. | - | SQM | - | - |
| 1.07 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) -As per design mix) | - | Cum | - | - |
| 1.08 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. Kg | - | KG | - | - |
| 1.09 | Grading roof for water proofing treatment with water proofing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 1.1 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Flush/ Ruled pointing | - | sqm | - | - |
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