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| # | Company | Status |
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| 2 | Admitted-Finance | Admitted-Finance |
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Tender Value
₹6.1 L
Closing Date
23 Feb 2021, 12:00 pmClosed
Er Rajan Gupta
Executive Engineer PWD RandB Const Divn No I Jammu
Construction of Pucca Drain and Retaining Wall in Km Ist RD 160-175 on Approach road to Gujjar Basti Bimna (Bumnal) Under SC/ST Programme(2nd Call)
2021_PWDJK_116964_2
Short e-NIT No CD-I/148 of 2020-21 Dt 15-02-2021
Open Tender
Civil Works
Item Rate
30 days
Gujjar Bast Bimna Bumnal Jammu
Please refer to e-NIT/SBD
3 documents required · 3 mandatory
₹0
Exempted
Jammu
27 Feb 2021
16 Feb 2021
23 Feb 2021
16 Feb 2021
23 Feb 2021
16 Feb 2021
19 Feb 2021
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 1:5:10 (1 cement : 5 coarse sand : 10 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 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.
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.
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.
Dumping stones in horizontal level including cost of stones.
Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.
Stone aggregate / Screening / Crusher Dust / Sand for an average lead of 20 Kms.
Stone for an average lead of 20 Kms.
Kirpal Singh
M/s ANKUSH MANHAS
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