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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹43.6 LAdmitted-Finance | -34.15% | ₹43.6 L | L1 | Admitted-Finance |
| 2 | L2₹45.4 LAdmitted-Finance | -31.36% | ₹45.4 L | L2 | Admitted-Finance |
| 3 | L3₹46.0 LAdmitted-Finance | -30.50% | ₹46.0 L | L3 | Admitted-Finance |
| 4 | L4₹49.3 LAdmitted-Finance | -25.56% | ₹49.3 L | L4 | Admitted-Finance |
| 5 | L5₹52.3 LAdmitted-Finance | -21.00% | ₹52.3 L | L5 | Admitted-Finance |
Tender Value
₹66.2 L
EMD Value
₹1.3 L
Closing Date
19 Feb 2026, 6:00 pmClosed
EE WR DIV. KOTA
EE WR DIV. KOTA
Repair and Renovation of Anicut in Chhiparda Village Tehsil Digod District Kota
2026_WRDAS_536984_1
EE WR DIV. KOTA NITNO-18/2025-26
Open Tender
Civil Works
365 days
KOTA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
1000 EE WR DIV. KOTA
₹1.3 L
Yes
23 Feb 2026
10 Feb 2026
20 Feb 2026
10 Feb 2026
19 Feb 2026
10 Feb 2026
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.
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)
Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.
Preparation of foundation of structure including removal of all loose stones, silt and final washing.By manual labour
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 (c) Hard soil mixed with Kankar / boulders, Morrum
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 Proctors density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. (b) With lead beyond 250 m and up to 750 m (1/2 Km) Deduct in item as per Item No. 06 above if Standard Proctors density to be achieved is at least 95%
Compaction of earth or highly weathered strata By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. (i) at least 95% of Standard Proctors density
Watering of earth including cost of carriage of water when source of water is (a) up to 1 Km
Supplying and laying aggregate in layers and profile as specified including all leads & lifts. This item is to be used only for laying filter / inverted filter (b) Broken ballast 20 to 40 mm size
Supplying stone, spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead & lifts (a) 23 cm thickness (plus minus 5 % thickness tolerance)
Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of dewatering wherever required and all applicable taxes and levies etc. complete in all respect (a) Earth / Soil Cum
Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface PCC Nominal Mix 1:2:4 with plum, Max size of Aggregate 20 mm
9.6 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
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 40 mm
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 upto20 mm
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