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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
₹24.4 L
EMD Value
₹48,900
Closing Date
18 Dec 2020, 4:30 pmClosed
Er Parvez Malik
Executive Engineer PWD RandB Const Divn No I Jammu
Construction of Pucca Drain at Vikram Nagar Lane No. 2 (Tehsildar) Under UPD Programme (Under UPD Programme)
2020_PWDJK_110951_2
Short e-NIT No CD-I/93 of 2020-21 Dated 8-12-2020
Open Tender
Civil Works
Item Rate
30 days
Vikram Nagar Lane No. 2 Jammu
Please refer to e-NIT/SBD
3 documents required · 3 mandatory
₹600
Yes
Executive Engineer PWD RandB Const Divn No I Jammu
₹48,900
Yes
Jammu
24 Dec 2020
8 Dec 2020
19 Dec 2020
8 Dec 2020
18 Dec 2020
8 Dec 2020
12 Dec 2020
Amount
Earth work in excavation by manual means 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 1 meter from cutting edge 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).
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.
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars.
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.
Centering and shuttering including strutting, propping etc. and removal of form work for :-
Foundations, footings, bases for columns.
Suspended floors, roofs, landings, balconies and access platforms.
Edges of slabs and breaks in floors and walls under 20 cm wide.
Steel work welded in built up sections/framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.
Stone agg. below 40mm size for an avg. lead of 20 Kms.
Sand for an avg. lead of 20 Kms.
Disposal of excavated earth / mulba for an avg. lead of 5 Kms.
Madan Lal
M/S SURJEET SINGH MANHAS
AKHIL GUPTA
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