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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.1 LAdmitted-Finance | -36.41% | ₹8.1 L | L1 | Admitted-Finance |
| 2 | L2₹8.3 LAdmitted-Finance | -35.11% | ₹8.3 L | L2 | Admitted-Finance |
| 3 | L3₹9.4 LAdmitted-Finance | -26.21% | ₹9.4 L | L3 | Admitted-Finance |
| 4 | L4₹9.9 LAdmitted-Finance | -22.22% | ₹9.9 L | L4 | Admitted-Finance |
| 5 | L5₹10.4 LAdmitted-Finance | -18.51% | ₹10.4 L | L5 | Admitted-Finance |
Tender Value
₹12.7 L
EMD Value
₹25,480
Closing Date
10 Mar 2026, 6:00 pmClosed
Executive Engineer
Executive Engineer WR Canal Division Ist Bisalpur Project Tonk
Repair And Renovation Of Banetha Minor From Rd 7000 To 7300 Mtr
2026_WRDAS_542707_2
E-Nit No. 08 Year 2025-26 MJSA
Open Tender
Civil Works
90 days
Tonk
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
AS PER NIT
₹25,480
Yes
13 Mar 2026
27 Feb 2026
11 Mar 2026
27 Feb 2026
10 Mar 2026
27 Feb 2026
Cutting & uprooting of Sarkanda, or Arrows or Jhundas including disposal as directed by Engineer-in-charge
Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Thick
Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard / dense soil
Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm
Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar & murrum for Bed
Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar & murrum for Side slopes
Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 Masonry work in superstructure
Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 50 mm
Cement concrete lining of nominal mix (1:3:6) with, upto 20 mm size well graded crusher broken stone aggregate laid as per specifications including all leads of all construction materials including rendering, compaction and curing etc. complete for canal bed of thickness. 7.5 cm
Cement concrete lining of nominal mix (1:3:6) with upto 20 mm size well graded crusher broken stone aggregate laid as per specifications including all leads of all construction materials including rendering and curing etc. complete for canal side lining of thickness. 7.5 cm
Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm
Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.With lead beyond 250 m and up to 750 m ( Km) Deduct in item no 16 (a) to (d) above if Standard Proctor s density to be achived is at least 90%
Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect Earth / Soil
Watering of earth including cost of carriage of water when source of water is up to 1 Km
Compaction of earth or highly weathered strataBy manually or plain roller. (density 90% of Proctor)
Supplying, Laying & consolidation of quarry rubbish / Murrum / Murda to required grade & camber in layers not exceeding 15 cm. thickness (loose) by road roller as per specifications including dressing etc. complete.
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