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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
Tender Value
₹4.0 L
EMD Value
₹11,902
Closing Date
27 Nov 2023, 1:30 pmClosed
DFO Kishtwar
Forest Complex Sarkoot Kishtwar
BOQ
2023_FD_228227_1
e-Nit 62 of 2023
Open Tender
Agricultural or Forestry
Item Wise
60 days
Bimalnag Nursery Kishtwar Range
SBD
2 documents required · 2 mandatory
₹600
DFO Kishtwar
₹11,902
12 Dec 2023
31 Aug 2023
28 Nov 2023
31 Aug 2023
27 Nov 2023
1 Sept 2023
Amount
(A). Earth work in excavation by mannual means in trenches for foundationsm drains, canbles, etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm 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 as directed.(All kinds of soil)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with 1:4:8 ( 1 cement sand : 8 graded stone aggregate 40 mm nominal size).
Providing and laying inspecified grade of reinforced cement concrete including curing but excluding the cost of centeringm shuttering, finishing and reinfortcement. All works upto plinth level 1: 1 1/2:3 ( cement : 1 1/2 coarse sand : 3 graded stone aggregate 20 mm nominal size.)
Reinforced cement concrete work in walls (any thickness) including attached pilsaters, buttressesm plinth and string courses, fillets, columns, pillars, pipers, abtuments, posts and struts upto five level including curing but excluding cost of centering shuttering, finishing and reinforcement 1: 1 1/2:3 ( cement : 1 1/2 coarse sand : 3 graded stone aggregate 20 mm nominal size.)
Cement concrete flooring 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate) finished coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc compe=lete. 40 mm thick with 20 mm nominal size stone aggreagte.
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree, landing, balconies, shelves, chajjas, lintels, bands, plain, window sills, staircase and spiral cases upto five level including vuring but excluding the cost of centering, shuttering, finishing and reinforcement with 1:1 1/2: 3 ( 1 cement : 1 1/2 coarse sand : 3 graded strone aggregate 20 nn nominal size.
Cantering and shuttering including strutting, propping etc and removal of form for:- Retaining walls, return walls, (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs abd steps etc.
Suspended floors roofs landing balconies and acess plate form.
Edges of slabs and breaks and walls under 20 cm wide.
Cement plaster with a floating coat of neat cement 12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 ( 1 cement : 3 fine sand)
Steel reinforcement for R.C.C work including straightening , cutting, placing in position and binding all complete upro plinth level mild steel and medium tensil steel.
Cover L.D. Rectangular 455X610 mm with frame.
Carriage of Cement from nearest source to road side of work.
Carriage of Steel from nearest source to road side of work.
Carriage of Sand from nearest source to road side of work.
Carriage of Aggregate 20 mm from nearest source to road side of work.
Carriage of Cement from nearest source to road side of work.
Carriage of Steel from nearest source to road side of work.
Carriage of Sand from nearest source to road side of work.
Carriage of Aggregate 20 mm from nearest source to road side of work.
Carriage of Aggregate 40 mm from nearest source to road side of work.
Carriage of G.I pipes from nearset source to the road side of work, By Machnical Transport.(GI pipes of 25mm,20mm & 15mm. Of dia)
Carriage of HDPE Pipes from road side to site of the work by Head load.
Earth work in excavation by mannual means in trenches for foundationsm drains , canbles, etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm 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.(All Kinds of soil)..(GI pipes of 25mm,20mm & 15mm. Of dia)
Providing, Laying & fitting of HDEP Pipes Complete with all G.I fitting viz ( Bends, Reducers, Elbows etc) excluding trenching and reflling etc. G.I Pipe 25 mm dia
Providing, Laying & fitting of HDEP Pipes Complete with all G.I fitting viz ( Bends, Reducers, Elbows etc) excluding trenching and reflling etc. G.I Pipe 20 mm dia
Providing, Laying & fitting of HDEP Pipes Complete with all G.I fitting viz ( Bends, Reducers, Elbows etc) excluding trenching and reflling etc. G.I Pipe 15 mm dia
Providing and fixing G.I union in G.I pipe including an threading the pipe and making long screws etc. complete (new work. 32 mm Nominal bore.
Providing and fixing G.I union in G.I pipe including an threading the pipe and making long screws etc. complete (new work.25 mm nominal bore
Providing and fixing gun metal valve woth C.I wheel of approved quality (screwed end) 40 mm dia.
Returning/ Refiling the avaliable excavated soil as required in layers not exceeding 20cm in depth excluding consolidating each deposited layer by ramming, watering etc.
Provision for water motor 2 Hourse Power, wire etc.
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