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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance R O CHAKKA SHAGAN DISTRICT RAMBAN | RAMBAN | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Admitted-Finance | Admitted-Finance |
Tender Value
₹4.0 L
EMD Value
₹7,940
Closing Date
24 Nov 2020, 4:30 pmClosed
Er Parvez Malik
Executive Engineer PWD RandB Const Divn No I Jammu
Construction of Drain at Sunjwan to Nakki Batala (Under UPD)
2020_PWDJK_109145_10
Short e-NIT No CD-I/65 of 2020-21 Dated 12-11-2020
Open Tender
Civil Works
Item Rate
30 days
Sunjwan Nakki Batala Jammu
Please refer to e-NIT/SBD
3 documents required · 3 mandatory
₹600
Yes
Executive Engineer PWD RandB Const Divn No I Jammu
₹7,940
Yes
Jammu
2 Dec 2020
13 Nov 2020
25 Nov 2020
13 Nov 2020
24 Nov 2020
13 Nov 2020
17 Nov 2020
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 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 aggregate below 40mm size for an avg. lead of 20 Kms.
Sand for an avg. lead of 20 Kms.
Vicky Sharma
M/s Amir Construction Company
Sh. Bardri Nath Khajuria
RAMAN KUMAR
Rawail Singh
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