Road connectivity in Dharamkot RD.0 0 Phinter Kishanpur road to Jigal Mohalla under B2V3.

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, including getting out the excavated earth and disposal of surplus excavated earth as directed, including all leads and lift. 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)

Centring and shuttering including strutting, propping etc.and removal of form work for : a) Foundation, footings, bases of columns etc. for mass concrete.

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

Supplying and stacking at site stone screening of size. a) 13.20mm nominal size (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. a) With stone screening 13.20mm nominal size. (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 Naj cusher for an average lead of 8.00 Km. by M.T. b) Stone aggregate 40mm nominal size & above from Naj cusher for an average lead of 8.00 Km. by M.T. c) Stone aggregate (Crusher bajree) below 20mm nominal size from Naj cusher for an average lead of 8.00 Km. by M.T. d) Crusher dust for an av. lead of 12.00 km. by M.T. from Billawar crusher.

KARAN SINGH

SHAM LAL SPOLIA

M/S DARSHAN KUMAR

Tilak Raj

Parshad Lal