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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance 1849 JUGRAJPUR SACHENDI KANPUR KANPUR NAGAR UTTAR PRADESH 208023 UDYAM UP 43 0012110 | KANPUR NAGAR | UTTAR PRADESH | 208023 | 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
₹14.7 L
EMD Value
₹29,420
Closing Date
10 Mar 2026, 3:00 pmClosed
EE WR Division Tonk
EE WR Division Tonk
Repair renovation work of aquduct minor 7 rd 5200 m Village Sureli PS Unaira
2026_WRDAS_543648_9
NIT 15/2025-26_MJSA_Tonk
Open Tender
Civil Works
Percentage
90 days
under jurisdiction of EE tonk Division
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
as per nit
₹29,420
Yes
10 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
10 Mar 2026
4 Mar 2026
Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect. Hard/Dense soil
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.Deduct in item no 16 (a) to (d) above if Standard Proctor's density to be achived 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 Proctor's density
Watering of earth including cost of carriage of water when source of water is up to 1 Km for per cum
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 morter 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
Plaster in cement sand morter 1:4 including racking of joints ,smoothfinishing &curing etc. complete including all leads of all construction material of thickness 20mm
Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate up to 20mm including shuttering etc. with all leads of material complete in all respect in thickness of 50mm
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)
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
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 (1cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and einforcement. Well graded crusher broken stone aggregate of maximum size upto;20 mm
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BOQ_969541.xls
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Corrigendum1.pdf
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