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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
Tender Value
₹2.5 L
Closing Date
19 Jan 2022, 2:00 pmClosed
Executive Engineer Hydraulic Division Kishtwar
Executive Engineer Hydraulic Division Kishtwar
PLEASE REFER BOQ
2022_PHE_156838_5
e-NIT 123 of 2021-22
Open Tender
Civil Works
Item Rate
90 days
Kishtwar
PLEASE REFER NIT
4 documents required · 4 mandatory
₹600
Yes
Executive Engineer Hydraulic Division Kishtwar
Exempted
11 Feb 2022
12 Jan 2022
19 Jan 2022
12 Jan 2022
19 Jan 2022
12 Jan 2022
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 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)
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal 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) Foundations, footings, bases of columns etc. for mass concrete.
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Lintel, beams, plinth beams, girders, bressumers and cantilevers.
Arches, domes, vaults upto 6 m span
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
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 dry with out bound stone from Nallah(1:6:12)
Carriage of stone form nerast source to site of work at an avg distance of 01 KM by H/L .
Carriage of Cement from nearest source to road side 35 km by M.T
Steel
Carriage of material from road side to site of work for an av. Distance of 0.5 km. by head load. Cement
Steel=
Carriage of Sand from nearest source to road side 60 km by M.T
Carriage of Material from nearest source to road side 40 km by M.T Agg 20mm=
Agg 40mm=
Carriage of material from road side to site of work for an av. Distance of 0.5 km. by head load.Sand=
Agg 20mm=
Agg 40mm=
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