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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
Tender Value
Refer Docs
Closing Date
10 Mar 2021, 4:00 pmClosed
Er.Rajesh Sumbria
Executive Engineer PWD R and B Division Basohli
Please refer in BOQ
2021_PWDJK_118946_2
e-NIT No.69 of 2020-21 dated 01-03-2021
Open Tender
Civil Works
Item Rate
60 days
Basohli
Please refer in SBD
5 documents required · 5 mandatory
₹600
Yes
Executive Engineer PWD R and B Division Basohli
Exempted
Executive Engineer PWD R and B Division Basohli
15 Mar 2021
3 Mar 2021
12 Mar 2021
3 Mar 2021
10 Mar 2021
5 Mar 2021
4 Mar 2021
Amount
Earthwork in excavation by mechanical means (Hydraulic excavator) in trenches for foundation, drains, pipes etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on Plan, including dressing of sides and ramming of bottoms including getting out the excavated earth and disposal of surplus excavated earth as directed by Engineer-in-charge, incl. all leads and lift. a) All Kind of soil.
Providing and laying cement concrete of specified grade indluding curing but excluding the cost of centring and shuttering. All work upto plinth level with: a) 1:5:10 (1 cement:5 coarse sand:10 graded stone aggregate 40mm nominal size). (including all leads and lifts carriages of material by MT/HL)
Providing and laying cement concrete of specified grade indluding curing but excluding the cost of centring and shuttering. All work upto plinth level with: a) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) (including all leads and lifts carriages of material by MT/HL)
Providing and laying damp proof course 40mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) and curing complete. (including all leads and lifts carriages of material by MT/HL)
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating earth deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m.
Centring and shuttering including strutting, propping etc.and removal of form work for : a) Foundation, footings, bases of columns etc. for mass concrete.
Carriage of the following materials by Mechanical Transport from source to site of work incl. loading, unloading and stacking complete :- a) Sand from Ujh for an average lead of 12.00 Km. by M.T. b) Stone aggregate 40mm nominal size & above from Ujh for an average lead of 12.00 Km. by M.T. c) Stone aggregate (Crusher bajree) below 20mm nominal size from Ujh for an average lead of 12.00 Km. by M.T.
TIKKA SHARMA
TILAK RAJ
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