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| 3 | Admitted-Finance | Admitted-Finance |
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Tender Value
Refer Docs
EMD Value
₹21,580
Closing Date
19 Feb 2021, 4:00 pmClosed
Executive Engineer PWD
Executive Engineer PWD
Restoration of road by way of Construction of 3.0 Mtr Span RCC Culvert on G.N.Mir road near Sukha Katha to Mandi Road .
2021_PWDJK_116269_2
e-NIT No. 141/2020-21 dated 10-02-2021
Open Tender
Civil Works
Item Rate
45 days
Poonch
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Yes
Executive Engineer PWD Poonch
₹21,580
Yes
1 Mar 2021
11 Feb 2021
20 Feb 2021
11 Feb 2021
19 Feb 2021
11 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 25 meter beyond 1 m from cutting edge: 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 up to 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 up to plinth level with : 1:3:6 with ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) using 20% stones. including all leads /lifts ,carriage, handling and re-handaling ( Complete job)
Providing and laying cement concrete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns , piers ,abutments,pillars, posts, struts, butteresses , string or lacing courses , parapets ,coping ,bed blocks, anchor blocks , plain window sills ,fillets etc upto floor five level , including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 with ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) using 20% stones. including all leads /lifts ,carriage, handling and re-handaling ( Complete job)
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).including all leads /lifts ,carriage, handling and re-handaling ( Complete job)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars
Centring and shuttering including strutting propping etc. and removal of form for :-
Foundations, footings, bases of columns etc. for mass concrete.
Walls (any thickness) including attached pilasters,buttreses,plinth and string courses etc.
Suspended floors, roofs, landings, balconies and access platforms.
Edges of slabs and breaks in floors and walls Above 20 cm wide
Dry random rubble masonry with hard stone in foundation and plinth. Using nallah stone with bond stone.including all leads /lifts ,carriage, handling and re-handaling ( Complete job)
Dumping stone including cost of stones. On Horizontal on level.including all leads /lifts ,carriage, handling and re-handaling ( Complete job)
Dry stone pitching (any thickness) including cost of stones. On Horizontal.including all leads /lifts ,carriage, handling and re-handaling ( Complete job)
Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 3.65 cum per 100 sq m on horizontal/side slopes; complete including curing.
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 m.
Munir Hussain
MOHD SHABIR
Fareeda Kouser
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