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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Others-Firm did not submit required document as per condition of NIT Point no 09 |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Others-Firm did not submit required document as per condition of NIT Point no 09 |
Tender Value
₹21.3 L
EMD Value
₹42,600
Closing Date
13 Feb 2026, 6:00 pmClosed
EE WR Division Sawai Madhopur
EE WR Division Sawai Madhopur
Repair and Renovation work of Banor Talab under MJSA 2.0 phase- II year - 2025-26
2026_WRDAS_535691_1
NIT 14/2025-26_MJSA
Open Tender
Civil Works
Percentage
152 days
under jurisdiction of WR Division Sawai Madhopur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
as per nit
₹42,600
Yes
16 Feb 2026
5 Feb 2026
16 Feb 2026
5 Feb 2026
13 Feb 2026
5 Feb 2026
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.(b)Thick
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 of 250 m
Watering of earth including cost of carriage of water when source of water is 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.(ii) at least 98% of Standard Proctor's density
Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts
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
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(C) 40mm
Random Rubble stone masonry (using R.R. stones where 75% stones to be not less than 15 cm in size in any direction and weighing not less than 23 Kg.) for Foundation including all leads of construction materials including curing etc complete in cement sand mortar 1:5
Random Rubble stone masonry (using R.R. stones where 75% stones to be not less than 15 cm in size in any direction and weighing not less than 23 Kg.) for Superstructure including all leads of construction materials including curing etc complete in cement sand mortar 1:5
Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate up to 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of 75 mm
Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness. 20 mm
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