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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
23 Feb 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE WRD II BHILWARA
EE WRD II BHILWARA
Renovation of Riico Area Bigod Anicut Under DMFT in Tehsil Mandalgarh Dist.-Bhilwara
2026_WRDAS_538367_8
NIT-10/25-26/688/WRD-II/BHL
Open Tender
Civil Works
Percentage
365 days
BHILWARA
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
AS NIT CONDITIONS
₹2.4 L
Yes
24 Feb 2026
13 Feb 2026
24 Feb 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
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, dewatering wherever required complete in all respect for Hard soil mixed with kanker/boulder,morrum
Excavation including loading unloading disposal and dressing of excavated rock with ininitial lead of 50 m and lift upto 1.5m in dry or moist including ressing of excavated area, de-watering wherever required complete in all respect. Hard rock not requiring blasting
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
Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.
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 :1786-1985)
Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall,counterfort,abutment,wingwall up stream or down- stream slope facings of dams and open faces of construction joints etc.
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
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 20mm
Nominal mix of Plain Cement Concrete well mixed and laid in positionusing 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materi als complete in all respect with well graded crusher broken stone agregate. The plums shall bed is tributed evenly and shall be not closer than 150 mm from the surface. PCC Nominal Mix 1:2:4 with plum, Max size of Aggregate 40 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 95% 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 initial lead of 250 m and upto 750m(1/2Km)
Compaction of earth or highly weathered strata by manually or plain roller (density 95% of proctor)
Watering of earth including cost of carriage of water when source of water is up to 1km
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