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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Admitted-Finance | Admitted-Finance |
Tender Value
₹4.5 L
EMD Value
₹9,060
Closing Date
17 Sept 2020, 4:30 pmClosed
Er Parvez Malik
Executive Engineer PWD RandB Const Divn No I Jammu
Construction of Drain near Nidesh Apartment at Channi Rama, Jammu (Under ARD)
2020_PWDJK_104024_5
Short e-NIT No CD-I/34 of 2020-21 Dated 10-09-2020
Open Tender
Civil Works
Item Rate
30 days
Nidesh Apartment Channi Rama Jammu
Please refer to e-NIT/SBD
3 documents required · 3 mandatory
₹600
Yes
Executive Engineer PWD RandB Const Divn No I Jammu
₹9,060
Yes
Jammu
28 Sept 2020
10 Sept 2020
18 Sept 2020
10 Sept 2020
17 Sept 2020
10 Sept 2020
14 Sept 2020
Amount
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge in all kinds of soil.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns.
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 Mtr.
Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.
Stone agg. below 40mm size for an avg. lead of 40 Kms.
Sand for an avg. lead of 40 Kms.
MOHINDER PAL SINGH
surjeet kumar
KULDEEP SINGH
M/s ANKUSH MANHAS
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