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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Rejected-Technical | Rejected-Technical DISQUALIFIED |
Tender Value
₹5.4 L
EMD Value
₹10,720
Closing Date
28 Jan 2020, 4:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER SD DIV WEST JAMMU
Construction of RCC side wall of nallah opposite Central Jail near Jambo Lochan Ward No 9 Contract No SDJ W 122 2019 20
2020_HAUDD_89864_4
ENIT NO 49 OF 2019-20
Open Tender
Civil Works
Item Rate
45 days
JAMMU
refer enit
3 documents required · 3 mandatory
₹600
TREASURY RECEIPT
₹10,720
4 Sept 2020
7 Jan 2020
29 Jan 2020
7 Jan 2020
28 Jan 2020
7 Jan 2020
Amount
Earth work in excavation by manual means in trenches for foundation, drains, pipes, cables etc. (Not exceeding 1.5mtr. in width) and for shafts, wells ,cesspits and the like not exceeding 10sqm on plan, depth upto 1.5mtr neatly dressed in all kinds of soil.
Removal of mulba from designated sites and its disposal as per directions, all inclusive
Demolishing cement concrete manually / by mechanical means including disposal of material (1:3:6 or richer mix)
Providing and Laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level 1:4:8 [1cement : 4coarse : 8 graded crushed stone aggregate 40mm nominal size].
Providing and laying in position Reinforced cement concrete of specified grade excluding the cost of centering and shuttering all works upto plinth level 1:1.5:3mix (1cement : 1.5sand : 3 graded stone aggregate ) of 20mm nominal size crushed aggregate
Reinforcement for R.C.C work including straightening, cutting, bending placing in position and binding all complete.Thermo-Mechanically Treated bars.
Centring and shuttering including strutting, propping etc. & removal of form for :-
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.
Carriage of Surplus earth / mulba for disposal 5 km by MT & 100 m by H/L
Carriage of Material
Sand & stone aggregate 5 km by M.T. & 100 m by H/L
stone aggregate 40mm 5 km by M.T. & 100 m by H/L
Ravinder Nath Sharma
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