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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹61.7 LAdmitted-Finance | -8.80% | ₹61.7 L | L1 | Admitted-Finance |
| 2 | L2₹63.2 LAdmitted-Finance | -6.61% | ₹63.2 L | L2 | Admitted-Finance |
| 3 | L3₹63.2 LAdmitted-Finance | -6.60% | ₹63.2 L | L3 | Admitted-Finance |
| 4 | L4₹63.2 LAdmitted-Finance | -6.54% | ₹63.2 L | L4 | Admitted-Finance |
| 5 | L5₹63.4 LAdmitted-Finance | -6.31% | ₹63.4 L | L5 | Admitted-Finance |
Tender Value
₹67.6 L
EMD Value
₹1.4 L
Closing Date
23 Feb 2026, 6:00 pmClosed
EE WR Division Sirohi
EE WR Division Sirohi
Construction of Sanigaon Anicut Village Mount Abu Tehsil Deldar District Sirohi
2026_WRDAS_536899_1
07/2025-26
Open Tender
Civil Works
270 days
Mount Abu Tehsil Deldar District Sirohi
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EE WR Division
₹1.4 L
Yes
26 Feb 2026
9 Feb 2026
24 Feb 2026
9 Feb 2026
23 Feb 2026
9 Feb 2026
Civil Work
Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Julicflora 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. (b) Thick
Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department 7.5 cm to 15 cms girth
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.Soft / Disintegrated rock
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 and water under pressure
Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), 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 (For mix design Cement content considered 400 kg/ cum of concrete)
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 40mm
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; 40 mm
Add extra over items of cement plaster/ cement concrete/cc.lining/cc flooring or RCC for providing and mixing Polypropylene fibres as per IS 16481:2016 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.
Extra labour charges for obstruction in laying and placing the reinforced cement concrete due to reinforcement. In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete)
Supply & fixing 6 mm thick rubber/PVC water seal of approved quality in construction/contraction joint as per drawing complete in all respect. 305 mm
Side shuttering including propping etc. complete (to achieve finish F 2 for Block joints of foundation stilling basins buckets, aprons etc. ( non -suspended horizontally laid mass concrete)
Side shuttering including propping etc. complete (to achieve finish F 2 for Retaining wall 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. ii Tor or ribbed bars (IS :1786-1985)
Filling crates with stone, in position at site including hinging with hot dipped G.I. Wire 5 mm dia, excluding cost of wire crates, including cost of stones in position complete in all respects.
Supply of wire crates in required sizes made of hot dipped G.I. Wire conforming to IS 4826 -1979 having mesh of 10 cm x 10 cm (surface area of crate will be measured) made of wire of 5 mm diameter.
Drilling holes of 35 mm diameter for anchor rods. i) Upto 1.50 m. depth
Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
Providing and Laying in position of Cement concrete Design mix M-15 including leads of all construction materials, plasticizers (if required), 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 (For mix design Cement content considered 400 kg/ cum of concrete)
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