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Tender ID
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 |
Tender Value
₹19.6 L
EMD Value
₹39,194
Closing Date
25 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 I BHILWARA
EE WRD I BHILWARA
Renovation work of Aakod Wala Outlet Work of Ummedsagar Dam P.S. Shahpura
2026_WRDAS_539060_2
NIT-19/25-26/5137/WRD-I/BHL
Open Tender
Civil Works
Percentage
365 days
BHILWARA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
AS NIT CONDITIONS
₹39,194
Yes
26 Feb 2026
16 Feb 2026
26 Feb 2026
16 Feb 2026
25 Feb 2026
16 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 and dewatering wherever required complete in all respect.
(b) Hard / Dense soil
(c) Hard soil mixed with Kankar/ boulders, morrum
Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required. (b) In cement mortar
Demolishing brick work in cement mortar including stacking of usable material & disposal of unuseable material within 50 m lead inclusive of de-watering wherever required
Demolishing of reinforced concrete including stacking of usable material & disposal of unuseable material within 50 m lead inclusive of de-watering wherever required
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 ; (d) 20 mm
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)
Centering and Shuttering for slabs,beams,lintels columns,trough with or without caps and base including propping and remove
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 ;(d) 20 mm
Random rubble stone masonry (using R.R. stones where 75% stones to be not less than 15cm in size in any direction and weighing not less than 23Kg) for Superstucture including curing all leads of construction materials, & all taxes and with initial lift / delift of 5m from ground level etc. complete. (d) In Cement Sand Mortar 1:6
Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: (a) 75 mm
Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: (b) 20 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 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.(b) with lead beyond 250 m and up to 750 m (1/2 km) add extra each subsiquent lead of 500 m or part there of beyond 1/2 km and up to 1 km
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 Proctor's density
Watering of earth including cost of carriage of water when source of water is up to 1 Km
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