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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹20.0 LAdmitted-Finance | -26.91% | ₹20.0 L | L1 | Admitted-Finance |
| 2 | L2₹20.3 L+₹27,389.43 (1.37%)Admitted-Finance | -25.91% | ₹20.3 L+₹27,389.43 (1.37%) | L2 | Admitted-Finance |
| 3 | L3₹21.1 L+₹1.1 L (5.50%)Admitted-Finance | -22.89% | ₹21.1 L+₹1.1 L (5.50%) | L3 | Admitted-Finance |
| 4 | L4₹22.2 L+₹2.2 L (10.8%)Admitted-Finance | -18.99% | ₹22.2 L+₹2.2 L (10.8%) | L4 | Admitted-Finance |
| 5 | L5₹22.6 L+₹2.6 L (12.9%)Admitted-Finance | -17.51% | ₹22.6 L+₹2.6 L (12.9%) | L5 | Admitted-Finance |
Tender Value
₹27.4 L
EMD Value
₹54,760
Closing Date
21 Apr 2026, 6:00 pmClosed
Commissioner Municipal Council Jaisalmer
Commissioner Municipal Council Jaisalmer
Repair work of Drain, Intelocking and Stone Paving in ward No 28, 30, 39, 44 and 45
2026_DLB_550466_11
Vikas/33/2025-26/41/07.04.26
Open Tender
Civil Works
Percentage
180 days
Jaisalmer
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Commissioner Municipal Council Jaisalmer
₹54,760
Yes
4 May 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 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. Bituminous courses. | - | Cum | - | - |
| 1.02 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead | - | Sqm | - | - |
| 1.03 | 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 | - | Cum | - | - |
| 1.04 | 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 soilssoils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. depth upto 1.5m | - | Cum | - | - |
| 1.05 | 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 | - | - |
| 1.06 | 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 | - | - |
| 1.07 | 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 | - | - |
| 1.08 | Re-fixing of old stone slab (A) White Ashlar | - | Sqm | - | - |
| 1.09 | Supplying and fixing ashlar sills, jambs, skirting, steps etc. rough dressed: (A) Upto 15 cm thick Soorsagar or eqvt. White Ashlar | - | per Cum | - | - |
| 1.1 | Fine dressing of ashlar stone work (payable on Executive
Engineer's test checking): (A) White Ashlar one line | - | Sqm | - | - |
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