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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance R O JIB PANCHAYAT UDHAMPUR | UDHAMPUR | JAMMU AND KASHMIR | 182101 | Admitted-Finance |
| 2 | Admitted-Finance LADY LADY DISTY SUNAM SUB MINAR | SANGRUR | PUNJAB | 148001 | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Rejected-Technical | Rejected-Technical experience turn over for 3yr and treasury receipt not attached |
Tender Value
₹79.9 L
Closing Date
23 Sept 2021, 4:00 pmClosed
Executive Engineer Flood Control division Jammu
Executive Engineer Flood Control division Jammu
Construction of Check Dam across Karli Nallah in Nagrota Block of Jammu District
2021_IFC_138810_1
Fresh Short term e-NIT No. 16 of 2021-22
Open Tender
Civil Works
Item Rate
60 days
Jammu
as per NIT
2 documents required · 2 mandatory
₹3,000
Executive Engineer Flood Control division Jammu
Exempted
27 Sept 2021
11 Sept 2021
24 Sept 2021
11 Sept 2021
23 Sept 2021
11 Sept 2021
Amount
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres. All kinds of soil .
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres, Ordinary Rock
Hand-packing stones in wire-crates; excluding cost of crates and stones
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, lead upto 50 m and lift upto 1.5 m.
Labour engaged for stacking of stones from the earth work excavation
Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil {(i) Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated Earth in layers not exceeding 20 cm in depth and (ii) Deduct for not watering the excavated earth for banking}
Supply of Nallah Stones
Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like
Supply of Zinc+PVC Coated Gabions mechanically woven double twisted hexagonal in shape having wire mesh size of 100x120 mm & having mesh wire dia. 3.7 mm, Selvedge Wire dia: 4.4mm & lacing wire dia. 3.2mm & PVC coating thickness 1 mm of size
6.00 x 1.50 x 1.50 mtr
Gabion Mattreesses (size 3m x 1 m x 0.50m)
Providing of 4mm B.A wire Knitted crates of Size (6.0Mt x 1.5 mtr x 1.5 mtr) of mesh size 0.15 mtr x 0.15 mtr with end lids incluidng 4mm B.A wire complete item specification as per relevant IS Standard / carde
Providing and laying Geo Membraqnce Sheet 500 Microne to 1.5mm thick below the Gabions crates
Carriage of Nallah Stone from nearest source to site of work
Disposal of excavated earth av distrance 1 KM by M.T
balraj sharma Govt Contractor
Nariender Singh
TBA INFRASTRUCTURE PVT LTD
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