Construction of road by way of const. of edge wall with drain including Providing Laying 20mm thick Open Graded Premix Carpet in Km.1st RD.0-325 on Dhar road to Baba Jojo

Amount

Earthwork in excavation by manual means in trenches for foundation, drains, pipes, cables 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: 25.00 from cutting edge. 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 of carriages of material by M.T. / H.L

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 of carriages of material by M.T. / H.L

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

Slip clearance in ordinary soils disposal lead upto 50 m and lift upto 1.5 m.

Providing and laying 2' dia Hume Pipes (NP3) complete job(including all leads and lifts of carriages of material by M.T. / H.L

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

Supplying and stacking at site stone screening of size. a) 13.20mm nominal size (Type A) (including all leads and lifts of carriages of material by M.T. / H.L

Supplying and stacking of crusher dust at site (including all leads and lifts of 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 with stone screening 13.20mm nominal size (including all leads and lifts of carriages of material by M.T. / H.L.

20 mm thick open graded premix carpet surfacing with 1.8 cum and 0.90 cum of stone chipping of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 Kg. & 56 Kg. of Hot Bitumen per cum of stone chippings of 13.2 mm & 11.2 mm size respectively including a tack coat with Hot straight run Bitumen of grade VG10 / VG30 and seal coat of premixed fine agg. (passing 2.36 mm & retaining on 180 micron sieve) with Bitumen using 128 Kg.of Bitumen of grade VG10 / VG30 per cum of fine agg. and 0.60 cum of fine agg. per 100 sqm of road surface including rolling and finishing cleaning and preparing the existing road surface as per specifications, complete in all respect. (Including cost of Bitumen).

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 of 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 Tarnah for an average lead of 25.00 Km. by M.T. b) Stone aggregate 40mm nominal size & above from Ujh for an average lead of 6.00 Km. by M.T. c) Stone aggregate (Crusher bajree) below 20mm nominal size from Billawar crusher for an average lead of 20.00 Km. by M.T. d) Crusher dust for an av. lead of 20.00 km. by M.T. from Billawar curhser.

Om Parkash

M/S RASANT SINGH