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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹48.4 LAdmitted-Finance | -1.11% | ₹48.4 L | L1 | Admitted-Finance |
| 2 | L2₹48.9 L+₹54,275.58 (1.12%)Admitted-Finance | +0.00% | ₹48.9 L+₹54,275.58 (1.12%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹48.9 L
EMD Value
₹97,780
Closing Date
20 Aug 2026, 11:00 amClosed
EXECUTIVE OFFICER, SAMBHAR LAKE JAIPUR
OFFICE OF EXECUTIVE OFFICER, MUNICIPAL BOARD SAMBHAR LAKE, JAIPUR,RAJ.
3. Repair /Restoration /Construction Of Nali,Nala, Cc Road,Cross Drain, Ferro Cover,Pipe,Box Etc. in Ward No 01 to 12 Nagar Palika Sambhar Lake (Financial Year 2026-27 )
2026_DLB_587431_3
NPS/Construction Branch/26-27/1266 Dated 13.08.2026 (E-NIB NO. 13/2026-2027)
Open Tender
Civil Works
Percentage
NAGAR PALIKA SAMBHAR LAKE JAIPUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
EXECUTIVE OFFICER, MUNICIPAL BOARD SAMBHAR LAKE
₹97,780
Yes
25 Aug 2026
14 Aug 2026
21 Aug 2026
14 Aug 2026
20 Aug 2026
14 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 | 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 | 41 | - |
| 2 | 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 | 1 | CUM | 229.5 | ₹229.27 |
| 3 | 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 | 235.5 | - |
| 4 | 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 | 1 | CUM | 678 | ₹677.32 |
| 5 | Carriage of Materials by mechanical transport including loading, unloading and stacking ::Sand, bazri,ballast, kankar 5 Km | - | CUM | 203.81 | - |
| 6 | 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). | 1 | CUM | 4,575 | ₹4,570.43 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size) drain wall | - | CUM | 5,510 | - |
| 8 | Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.Grading - III Material
under cc road | - | cum | 1,360 | - |
| 9 | Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | 4,860 | - |
| 10 | Half brick masonry with FPS brick of class designation 75 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) | - | SQM | 674 | - |
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