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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Rejected-Technical | Rejected-Technical DISQUALIFIED |
Tender Value
₹13.7 L
EMD Value
₹27,480
Closing Date
24 Feb 2020, 4:00 pmClosed
Executive Engineer
S and D Div West Jammu
Construction of PCCR Wall Protection wall on R Side of Baru Nallah D S Patta Bohri Morh road under Ward No 67 Contract No SDJ W 214 2019 20
2020_HAUDD_92973_4
ENIT NO 59 OF 2019-20
Open Tender
Civil Works
Item Rate
60 days
Jammu
refer NIT and special conditions
3 documents required · 3 mandatory
₹1,000
Executive Engineer S and West Div W jammu
₹27,480
4 Sept 2020
17 Feb 2020
25 Feb 2020
17 Feb 2020
24 Feb 2020
17 Feb 2020
Amount
Earth work in excavation by mechanical means ( hydraulic excavation ) over areas (exceeding 30 cm & upto 1.5 mtr.in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lift up to 1.50 mt. , disposed earth to be levelled and neatly dressed,in all kinds of soil
Eartwork in excavation by manual means over area(exceeding 30 cm and upto 1.5m in depth,1.5m in width as well as 10 Sqm on Plan)Including disposal of excavated earth upto 1m from cutting edge,disposed earth to be levelled and neatly dressed:-All kinds of soil.
Filling empty cement bags with sand/Earth inculding cost of sewing ,stringh , sand & E.C bags
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. All work upto plinth level 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 40mm nominal size) Crushed
Providing and Laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level 1:2:4 [1cement : 2coarse sand : 4 graded crushed stone aggregate 20mm nominal size].
Extra for laying concrete in or under foul condition.
Foundation,footings,bases of coloumnds etc and mass concrete.
Walls(any thickness) incl attached pilasters, buttresses, plinth and string courses etc.
Slip Cleareance in soils mixed with morum/kankar/shingle/bouders disposal lead upto 50 m. & lift upto 1.5 m.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. Layers not exceeding 20 cm in depth. Consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Removal of temp. Diversion bund.
12mm cement plaster of mix1:4(1 cement:4 course sand)
Carriage of disposal of mulba 5 km by MT .
Carriage of Material 8 km by mechnical transport.
Sand & bajri Below 40mm
Carriage of Material 8 km by mechnical transport.
Stone Above 40mm
DALJIT SINGH
M/S ALPINE CONSTRUCTIONS
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