Const of road by way of drain E wall with drain RCC culvert HPC incl. PL 75mm thick WBM G-III in Km.1st to 5th on road from Dharamkote to Malti upto Surara Talab Under NABAR

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 M.T./H.L.)

Providing and laying cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with (including all leads and lifts carriages of material by M.T./H.L.)

a) 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) (Flooring).

b) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size).

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutment, pillars, posts, struts, buttresses, strings or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillet etc. upto floor V level, including curing but excluding the cost of centring ,shuttering and finishing with: a) 1:3:6 (1 cement:2 coarse sand:6 graded tone aggregate 20mm nominal size) (including all leads and lifts carriages of material by M.T./H.L.)

Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30cm or as decided by Engineer-in-charge, including compacting each layer by rolling/ramming and watering, all complete as per drawing and direction of Engineer-in-charge.

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centring ,shuttering, finishing and reinforcement. All work upto plinth level with: a) 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size) (including all leads and lifts carriages of material by M.T./H.L.)

Providing and laying 110mm dia PVC pipes for weep holes (including all leads and lifts carriages of material by M.T./H.L.)

Dry stone pitching (any thickness) including cost of stones on Horizontal (including all leads and lifts carriages of material by M.T./H.L.)

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

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 M.T./H.L.)

Providing and laying 2’ dia Hume pipes. NP-2 (including all leads and lifts carriages of material by M.T./H.L.)

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

a) Foundations, footing, 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 plate form

d) Edges of slabs and breaks in floors and walls under 20cm wide.

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 M.T./H.L.)

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 M.T./H.L.)

Supplying and stacking of crusher dust at site (including all leads and lifts carriages of material by M.T./H.L.)

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 M.T./H.L.)

Carriage of the following materials by Mechanical Transport from source to site of work incl. loading, unloading and stacking complete :- a) Sand from Billawar crusher for an average lead of 10.00 Km. by M.T. b) Stone aggregate 40mm nominal size & above from Billawar crusher for an average lead of 10.00 Km. by M.T. c) Stone aggregate (Crusher bajree) below 20mm nominal size from Billawar crusher for an average lead of 10.00 Km. by M.T. d) Crusher dust from Billawar Crusher for an av. lead of 10.00 km. by M.T. e) Stones from Ujh for an average lead of 11.00 Km. by M.T.

KARAN SINGH

Hargovind

Pritam Singh

RANJIT SINGH

yash pal singh

M/S DALIP KUM,AR

Tilak Raj Sharma