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| # | Company | Status |
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| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
Tender Value
₹17.2 L
EMD Value
₹34,360
Closing Date
19 Mar 2020, 4:30 pmClosed
Er Parvez Malik
Executive Engineer PWD RandB Const Divn No I Jammu
Construction of drain from N.H Bye-Pass to the H/o Choudhary A.S.I and Bhalla Enclave (2nd Call)
2020_PWDJK_95040_2
Short e-NIT No CD-I/132 of 2019-20 Dated 12-03-20
Open Tender
Civil Works
Item Rate
30 days
NH Byepass Bhalla Enclave Jammu
Please refer to NIT/SBD
3 documents required · 3 mandatory
₹600
Yes
Executive Engineer PWD RandB Const Divn No I Jammu
₹34,360
Yes
Jammu
28 May 2020
13 Mar 2020
20 Mar 2020
13 Mar 2020
19 Mar 2020
13 Mar 2020
17 Mar 2020
Amount
Earthwork in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5 M in width as well as 10 Sqm on plan) including disposal of excavated earth, lead upto 50 M and lift upto 1.50 M, disposed earth to be leveled and neatly dressed in all kind of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate) 40mm nominal size crushed.
Providing and laying in position cement concrete of specified grade 1:3:6 grade (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) excluding the cost of centering and shuttering. All work upto plinth level.
Providing and laying in position of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) excluding the cost of centering, shuttering, finishing and reinforcement. All work upto plinth level.
Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete TMT bars.
Centering and shuttering including strutting, propping etc. and removal of form work for :-
Foundations, footings, bases of columns.
Suspended floors, roofs, landings, balconies and access platforms.
Edges of slabs and breaks in floors and walls upto 20cm wide.
Cement concrete flooring 1:2:4 finished with a floating coat of neat cement including cement slurry, but excluding the coat of nosing of steps etc. complete 50mm thick with 20mm nominal size of stone aggregate.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, lead upto 50Mt & lift upto 1.50M.
Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.
Stone aggregate / Sand for an avg. lead of 10 Kms.
NEERAJ GUPTA
DALJEET SINGH
FAROOQ AHMED BABA
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