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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹37.5 LAdmitted-Finance | -34.00% | ₹37.5 L | L1 | Admitted-Finance |
| 2 | L2₹39.8 LAdmitted-Finance | -30.00% | ₹39.8 L | L2 | Admitted-Finance |
| 3 | L3₹41.5 LAdmitted-Finance | -27.01% | ₹41.5 L | L3 | Admitted-Finance |
| 4 | L4₹42.1 LAdmitted-Finance | -25.99% | ₹42.1 L | L4 | Admitted-Finance |
| 5 | L5₹43.0 LAdmitted-Finance | -24.26% | ₹43.0 L | L5 | Admitted-Finance |
Tender Value
₹56.8 L
EMD Value
₹1.1 L
Closing Date
27 Jan 2026, 6:00 pmClosed
EE WR NAVNERA PROJECT DIV. I KOTA
EE WR NAVNERA PROJECT DIV. I KOTA
Construction of connecting Path of Field affected of Agriculture land of village Balada under submergence of Navnera Barrage Project across river Kalisindh Distt. Baran
2026_WRDAS_528340_4
EE WR NAVNERA PROJECT DIV. I KOTA NITNO-08/2025-26
Open Tender
Civil Works
90 days
KOTA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
1000 EE WR NAVNERA PROJECT DIV. I KOTA
₹1.1 L
Yes
6 Feb 2026
16 Jan 2026
28 Jan 2026
16 Jan 2026
27 Jan 2026
16 Jan 2026
Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable Material and stacking of serviceable Material upto 1000m from road boundary. (MoRTH Specification : Clause 201). BY MECHANICAL MEANS In area of Light Jungle
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
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;
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;
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.
Supplying of M.S. reinforcement 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)
Side shuttering including propping etc. complete (to achieve finish F 2 for : Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.
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 (½ Km) Deduct in item no 16 (a) to (d) above if Standard Proctor's density to be achived is at least 90%
Watering of earth including cost of carriage of water when source of water is
Supply of Quarry rubish not more than 10 cm in size including all lead and lift.
Spreadingofquarryrubbish/spalls/murrandatorequiredgrade&camber in layers not exceeding 15 cm. thickness (loose) as per specifications including dressing etc. complete.
Compaction of earth or highly weathered strata By manually or plain roller. (density 90% of Proctor)
Coursed stone Kharanja masonry (using hammer dressed stones not less than 20 cm in any direction and at least 50 % stones to be more than 23 cm in depth) up to 0.5 thickness on top of exposed face, including all leads of all construction materials including curing etc. complete.
Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications
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