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| # | 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
₹24.5 L
EMD Value
₹49,016
Closing Date
23 Mar 2026, 10:00 amClosed
EE WR Division Karauli
EE WR Division Karauli
Ssb nirman hansh aasharm le pass at near village pali.
2026_WRDAS_545530_1
NIT 05/2025-26_MJSA_Karauli
Open Tender
Civil Works
Percentage
187 days
Under jurisdiction of Karauli division
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
as per nit
₹49,016
Yes
23 Mar 2026
12 Mar 2026
23 Mar 2026
12 Mar 2026
23 Mar 2026
12 Mar 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.
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.Loose/soft soil
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. Hard/dense soil
Add extra over item No. 1 to 8 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever require.
Ist Lift
IInd Lift
IIIrd Lift
4th Lift
Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.
Side shuttering including propping etc. complete (to achieve finish F 2 for : (a) Block joints of foundation stilling basins buckets, aprons etc. (non-suspended horizontally laid mass concrete)
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 (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
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