Const of road from Sabar to Harizon Basti upto Harizon Colony by way of PL 150mm thick WBM Grade-II 75mm thick WBM Grade-III and Const. of Bwall with pucca drain and edging

Amount

Earthwork in excavation by mechanical means (Hydraulic excavator) in trenches for foundation, drains, pipes etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on Plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out the excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 mtrs. A) All Kind of soil.

Providing and laying cement concrete of specified grade indluding curing but excluding the cost of centring and shuttering. All work upto plinth level with: a) 1:5:10 (1 cement:5 coarse sand:10 graded stone aggregate 40mm nominal size) (including all leads and lifts carriages of material by MT/HL).

Providing and laying cement concrete of specified grade indluding curing but excluding the cost of centring and shuttering. All work upto plinth level with: a) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) (including all leads and lifts carriages of material by MT/HL).

Providing and laying damp proof course 40mm thick with cement concrete 1:2:4 (1 cement :2 coarse sand:4 graded stone agg. 12.5mm nominal size and curing complete (including all leads and lifts carriages of material by MT/HL).

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centring ,shuttering, finishing and reinforcement. All works upto plinth level. a) 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) (including all leads and lifts carriages of material by MT/HL).

Steel Reinforcement for R.C.C. work including straightening, cutting bending, pacing in position and binding all complete above plinth level. a) Cold twisted bars.

Centring and shuttering including strutting, propping etc.and removal of form work for :

a) Foundation, footings, bases of columns etc. for mass concrete

b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc

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

Dry rubble masonry with hand stone in foundation and plinth with bond stones (including all leads and lifts carriages of material by MT/HL).

Supplying and stacking at site graded crushed stone aggregate of size. a) 63mm to 45mm size (including all leads and lifts carriages of material by MT/HL).

Supplying and stacking at site graded crushed stone aggregate of size. a) 53mm to 22.4mm size (including all leads and lifts carriages of material by MT/HL).

Supplying and stacking at site stone screening of size. a) 11.20mm nominal size (Type A) (including all leads and lifts carriages of material by MT/HL).

Supplying and stacking of crusher dust at site (including all leads and lifts carriages of material by MT/HL).

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density (including all leads and lifts carriages of material by MT/HL).

Providing and laying 3’ dia Hume pipes. NP-3 (including all leads and lifts carriages of material by MT/HL).

Carriage of the following materials by Mechanical Transport from source to site of work incl. loading, unloading and stacking complete :- a) Sand from Basantpur(River Ravi) for an average lead of 44.00 Km. by M.T. b) Stone aggregate 40mm nominal size & above from Bhini nallah for an average lead of 11.00 Km. by M.T. c) Stone aggregate (Crusher bajree) below 20mm nominal size from Billawar crusher for an average lead of 36.00 Km. by M.T. d) Stones / boulders for an av. lead of 11.00 km. by M.T. from Bhini nallah. e) Crusher dust from Billawar Crusher for an av. lead of 36.00 km. by M.T f) Stone screening from Billawar Crusher for an av. lead of 36.00 km. by M.T

Omesh Sharma

Karan singh