For shape-up the ordinate by way of edge wall for greenary/ macadamization of road infront of main office including construction of water tank 20,000 ltr capacity for ITI Kargil

Amount

Earth work in excavation by manual means in trenches for foundation ,drains,pipes,cables etc. (not exceeding 1,5 mtr in width) and for shafts,wells,cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5mtr including disposal of excavated earth upto 1Mtr from cutting edge, disposed earth to be leveled and neatly dressed. (All kinds of soil).

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) nallah

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) nallah

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Hot rolled deformed bars

15mm thick cemnt plaster 1:4 mix (1 cement:3 fine sand )

Cement concrere flooring 1:2:4( 1cement :2 coarse sand :4 grade stone agg) finished with floating coat of neat cement incld. Cement slurry , but excluding the cost of nosing of steps etc. complete 25mm thick with 10mm nominal size stone aggregate.

Providing / fixing steel windows (0.60x0.60)mtr including fubrication /welding / with steel angle 6mm thick, fixing in cement concrete and primer, painting all complete job.

Centering and shuttering incld.strutting propping etc. and removal of from for wall any thickness incld. Attached pilaster,buttresses plinth and string coarse ect

Centering and shuttering incld.strutting propping etc. and removal of from for suspended floors

Centering and shuttering incld.strutting propping etc. and removal of from for Edge of Slab

Preparation of surface by way of levelling of surface, filling of ditches etc by manually means all complete job

Providing and laying spreading and compecting stone agg. Of specific size to WMM specification (100mm)thick including spreading in uniform thickness. Hand packing, rolling with smooth whell roller 80-100 KN in stage to proper grade and camber, applying and brooming, stone screening/ binding material to fill up the interstices of course agg. Watering and compacting to the required density grading-3 as per technical specification clause 407 by manual means (including loading un loading and haulage complete job) including carriage complete

Providing and laying of primer coat with bitumen emulsion (SSI-I) on prepared surface of granular base including cleaning of raod surface and spraying primer @0.90- 1.20 kg/ sqm with bitumen sprayer.

Providing & laying of Tack coat with bitumen emoulsion (SSI-I) on prepared surface of granular base including claning of road surface and spraying premier @0.25-0.30kg/sqm with bitumen sprayer.

Providing and laying bituminous macadam 50mm thick with hard stone agg. Of specified size and grade stisfying the gradation set out in the CPWD, MORTH and Mord WITH BINDING CONTENT (175/225 grade bitumen) @3.5% by way of total mix not less then 70Kg per Sqm, including hot mix of stone agg. and bitumen in hot mix plant and laying mix with pavers finisher to the specified line grade and cross section rolling with power roller of 8 to 10 capacity to achieve the required the compaction and density, including carriage/ haulage of mix and all materials, T&P, labour , octories etc, involved and testing during execution for quality control. complete

Providing/ Laying Semi dence bituminous concrete of 25mm thick over macadmized surface with specified size and grade crushed agg. As per most specification (Agg. 12.5mm 15% 10mm 55% fine agg 28% cement 2%) mixed with binding @6% tar in hot mixed plant laid with paver finished with the required levels achieving the desired density consolidaions with power roller of 8 to 10 ton capacity including all types of carriage/ haulage cost of tar T&P , Labour, octories etc involved and testing during excavation for quality control including screen and rectificated of patch portion laying of SDB incld. consulated shoulder filling.

Providing and laying seal coat of premixed fine agg. (passing 2.46mm and retained on 180 micron sieve) with bitumen using 128Kg of bitumen of grade 80/100 bitumen per cum of fine agg. And 0.60cum of fine agg. Per 100 sqm of road surface including rolling and finishing with road all complete.

Construction of sub base and earthen shoulders with approved materail obtained from borrow pits with all lifts and leads, transporation to site , soreading grading to required slope and compaction to requierd density.

Supplying and laying Good earth including all carraige complete.

Disposal of mulba by avg. 05 Km by MT

Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m

Carraige of Sand/ Bajri for an avg. lead of 10Km by MT

Carraige of Cement / Steel for an avg lead of 03Km by MT.

MS Mohd Toha

M/S ZAKIR HUSSAIN