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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹23.4 LAdmitted-Finance | -37.97% | ₹23.4 L | L1 | Admitted-Finance |
| 2 | L2₹25.1 LAdmitted-Finance | -33.23% | ₹25.1 L | L2 | Admitted-Finance |
| 3 | L3₹25.2 LAdmitted-Finance | -33.12% | ₹25.2 L | L3 | Admitted-Finance |
| 4 | L4₹25.3 LAdmitted-Finance | -32.91% | ₹25.3 L | L4 | Admitted-Finance |
| 5 | L5₹25.4 LAdmitted-Finance | -32.53% | ₹25.4 L | L5 | Admitted-Finance |
Tender Value
₹37.7 L
EMD Value
₹75,326
Closing Date
27 Jan 2026, 6:00 pmClosed
EE WR NAVNERA PROJECT DIV. I KOTA
EE WR NAVNERA PROJECT DIV. I KOTA
Construction of Ghat at Kanada village under submergence area of Navnera Barrage Project across River Kalisindh Distt. Kota
2026_WRDAS_528340_5
EE WR NAVNERA PROJECT DIV. I KOTA NITNO-08/2025-26
Open Tender
Civil Works
60 days
KOTA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
1000 EE WR NAVNERA PROJECT DIV. I KOTA
₹75,326
Yes
6 Feb 2026
16 Jan 2026
28 Jan 2026
16 Jan 2026
27 Jan 2026
16 Jan 2026
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.
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
Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect. Hard rock not requiring blasting
Preparation of foundation of structure including removal of all loose stones, silt and final washing. By compressed air & water under pressure
Filling in plinth with locally available river shingle under floors including watering , ramming , consolidating and dressing complete including cost of shingle, and loading and un-loading wherever required with cost of dewatering wherever required, complete in all respect
Providing and Laying in position of Cement concrete Nominal mix (1:2:4) 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 20mm
Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) 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
Extra Charges For using Mobile Transite Mixer (i.e Flori)
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 Mixed strata muck
Side shuttering including propping etc. Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.
Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using.Tor or ribbed bars (IS :1786-1985)
Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.
Add extra over items of cement plaster/ cement concrete/cc.lining/cc flooring or RCC for providing and mixing Polypropylene/Polyester fibres as per IS 16481:2022 or latest revision, 6/12 mm long @ 0.25% (125 gram per 50 kg of cement) or in ratio of as specified by manufacturer specification and direction of Engineer in charge with all leads and lifts.
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