Const. of link road from National Highway Tarore to Dera Patti by way of Earth work in cutting/ filling, Const. of 6.00 mtr. Span RCC Culvert ( 01 No.) Const. of 0.90mtr. dia H.P Culvert ( 04 Nos.), E/wall ( 985mtr.), R/wall ( 585mtr

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) in trenches, foundation, drains pipes cable etc. in all classification of soils and disposal of excavated earth and refilling the available excavated earth wherever required incl. levelling, dressing, ramming, watering and rolling etc. as per directions of Engineer-in-charge with all leads / lifts and carriage complete job.

Providing and Laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work upto plinth level a) 1:5:10 (1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40mm nominal size) with all leads and lift carriage complete.

b) 1: 3: 6: ( 1: cement 3: coarse sand : 6 graded crushed stone aggregate 20mm nominal size, with all leads and lift carriage complete.

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering shuttering finishing & reinforcement. All work upto plinth level 1: 1.5 : 3 ( 1 : cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size, with all leads and lift carriage complete.

Reinforcement for RCC work including straightening, cutting bending placing in position and binding all complete.

Centring and shuttering including strutting, propping etc. and removal of form work for:- a) Foundations, footings, bases of Columns.

b) Retaining walls, return walls, walls ( any thickness ) including attached pilasters, buttresses, plinth and string courses fillets etc.

c) Suspended floors, roofs, landings, balconies and access platform.

d) Edges of slabs & breaks in floor & walls above 20 cm wide.

Providing and laying damp-proof course 50rnm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand 4 graded stone aggregate 20mm nominal size ) Crushed with all leads and lift carriage complete.

Supply and laying of River Bed Materials including leveling, dressing, watering, consolidation in layer 20cm in depth each layer consolidated with power road roller of minimum 8 tonne capacity incl. carriages complete,

Hand-packing stones in wire-crates of mechanical woven double and twisted , hexagonal wire mesh gabion zinc coated mesh type 100 x120mm mesh wiere dia 2.70mm salvage wire dia 3040mm lacing wire dia 2.20mm ( as per national / international standards crate size 6 x1.2 x1.2mtr including cost of crates and stones ( Cost of crates shall be deducted at stock rate if supplied departmentaly ) with all leads and lifts carriage complete

Providing / laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller 8 to 10 tonne capacity etc. complete. Base course with 63mm to 45mm size including stone screenings 13.2mm size ( 150mm thick ) with all leads and lift carriage complete.

Providing/ Laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete Base course with 53mm to 22.4mm size including stone screenings 11.2 mm size ( 75mm thick ) with all leads and lift carriage complete.

Providing and laying 50 mm thick bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity, Complete Job

Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications ( On W.B.M. @ 0.75 Kg/sqm.

Providing and laying 25 mm th. semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.25 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity, Complete Job

Providing and laying non-pressure NP3 class ( light duty ) 900mm dia R.C.C. H.P with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 fine sand ) including testing of joints cost and carriage of pipes etc. complete ( Cost of Pipes shall be deducted if supplied departmentaly )

VARUN JAMWAL, GOVT. CONTRACTOR

yash pal singh

M/s JAI LAXMI ROAD BUILDERS

Narinder Singh