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Description

Constt. Of Washroom Near Tant Mandir Panchayat Mallan-b Pyt Mallan-b Block Bhagwah (bdc Grant)

Tendering Authority: Rural Development and Panchayati Raj

India, Jammu and Kashmir, Doda

NTID

29901007

Last Date For Submission

30 Nov, 2022

Closing Date

30 Nov, 2022

BOQ Items Total Items : 12 | Total Qty : 102.82999999999998
# Item Quantity Units
1 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: All kinds of soil : 1.95 cum
2 Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: Cement mortar 1:6 (1 Cement : 6 coarse sand) including carriage of material all complete 4.84 cum
3 Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) including carriage of material all complete 1.95 cum
4 Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20 mm nominal size stone aggregate. 1.49 sqm
5 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 1:1 :3 (1 cement : 1 coarse sand : 3 graded stone aggregate 20 mm nominal size) 0.46 Cum
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