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| 2 | Admitted-Finance | Admitted-Finance |
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Tender Value
₹6.9 L
Closing Date
29 Sept 2021, 2:00 pmClosed
Executive Engineer Hydraulic Division Kishtwar
Executive Engineer Hydraulic Division Kishtwar
Please refer BOQ
2021_PHE_140567_7
e-NIT 91 of 2021-22
Open Tender
Civil Works
Item Rate
90 days
Kishtwar
Please refer NIT
3 documents required · 3 mandatory
₹600
Yes
Executive Engineer Hydraulic Division Kishtwar
Exempted
8 Oct 2021
21 Sept 2021
29 Sept 2021
21 Sept 2021
29 Sept 2021
21 Sept 2021
Amount
Earth work in excavation by manual means over areas (exceeding 30cm and upto 1.5m in depth, 1.5 m in width as well as 10 sq meter on plan including disposal of earth to be leveled and neatly dressed 25m (All kinds of soils )
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level.1:4:8( 1 cement : 4 coarse sand : 8 graded stone aggregate; 40mm normal size) Nallah stone
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level.1:1.5:3(1cement:1.5 coarse sand : 3 graded stone aggregate; 20mm normal size)
Reinforced cement concrete work in walls (any thickness) including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers abutment, posts and struts etc. Up to five level excluding cost of centering shuttering, finishing and reinforcement.1:1.5:3 (1cement:1.5 coarse sand : 3 graded stone aggregate; 20mm normal size)
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto15 degrees landings balconies, shelves, chajjas ,lintels ,bands plain window sills, staircases and spiral stairs cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1cement:1.5 coarse sand : 3 graded stone aggregate; 20mm normal size)
Reinforced cement concrete work in arches, arch ribs, domes, vaults, Folded plates and roofs having slope more than 150 upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1cement:1.5 coarse sand : 3 graded stone aggregate; 20mm normal size)
Cantering and shuttering including strutting, propping etc and removal of form work for:-(a) Walls (any thickness ) including attached plasters, buttresses, plinth and string courses etc. (Including 20% extra for circular work) Foundation of Bed
WallS ineer & WallS outer
Ring Beam ineer & Ring Beam outer
Arches, domes, Vaults up to 6m.
Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. Mild steel and medium Tensile Steel
12 mm cement plaster finished with a floating coat of neat cement mix (1:3) 1 cement : 3 fine sand.
Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 50mm thick 12.5mm nominal size stone aggregate
Steel work welded in built up section / framed work including cutting hoisting fixing in position complete and applying a priming coat of approved steel primer. =01 No.
Random Rubble Masonry in foundation and plinth using Nallah stone without bond stones.
Carriage of stone form nerast source to site of work at an avg distance of 01 KM by H/L .
Carriage of material from nearest source to road side of work for an av.distance of 30km by M.T Cement
Steel=
Carriage of material from nearest source to road side of work for an av.distance of 20km by M.T Sand
Agg 20mm=
Carriage of material from road side to site of work for an av. Distance of 04 km. by head load. Cement
Steel=
Agg 20mm=
Carriage of material from road side to site of work for an av. Distance of 02 km. by head load.Agg.40 mm
Carriage of G.I pipes from Nearest source to Road site an average distance 285 kms by M.T.
Carriage of pipes from road side to site of work by manual labor for an average distance of 4 km. By H/L
Earth work in excavation by manual means over areas (exceeding 30cm and upto 1.5m in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth up to 1m from cutting edge , disposed earth to be levelled and neatly dressed in ( all kind of soil)
Providing and Fixing of G.I pipe comlete with G.I fittings excluding trenching and refilling etc (External work)65mm dia
50mm dia
40mm dia
Providing Laying and fitting of HDEP pipes complete with G.I fittings(Pressure-10) 32mm dia
25 mm dia
Returning/Refilling the available excavated soil as required in Layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming ,watering etc
BIDYA LAL SHARMA
MOHD ABASS
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