Site development for Car Parking near Chauhan Provisional Store Gahan Bhatta Kuffer in ward No 23

Amount

Cutting in earth work and disposal of excavated earth upto a lead of 20 metres:- (cutting in earth work in all kinds of soil including spade work, pick work, jumper work and disposal of excavated earth up to all leads and lifts as directed by Engineer-in-Charge

Excavation in foundations, trenches etc., in earth work, lift upto 1.50 Metres stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc, consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres.

Disposal of materials (earth work) by mechanical transport including loading and unloading and stacking upto 10 km (disposal of earth at approved MC dumping site)

Providing from work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling upto all heights and removal of the same for insitu-reinforced concrete & plain concrete work in Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like

Providing and laying cement concrete 1:6:12 (1 cement:6 sand : 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centring and shuttering in Foundation and plinth

Providing and laying cement concrete 1:5;10 (1cement :5sand :10 graded stone aggregate 40mm. nominal size) with 15 % plum and curing complete excluding cost of form work in retaining walls/ Breast walls, the size of plums shall usually be 150mm. to 300mm. as per H.P.P.W.D.Specification.

Random rubble masonry/polygonal rubble masonry (Uncoursed/brought to courses) with hard stone of courses) with hard stone of and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 Sand : 12 Graded stone aggregate 20mm nominal size) in cement mortar 1:6 (1cement:6 sand) in breast walls and retaining walls.

Steel work welded in built up section , trusees and framed work including cutting , hoisting, fixing in postion and applying a priming coat of red lead paint inculding carriage of materials with in all leads and lifts.

Providing and laying heavy duty precast cement conrete inter locking paver blocks vibro compacted upto M-50 grade i/c border or kurb block grey or coloured over sub-base of concrete with 25mm thick average thickness of cement mortar 1:4 (1 cement : 4sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks i/c curing rubbing & polishing complete (Sub base concrete floor to be paid for 60mm thick inter locking blocks.

Stone soling properly hnd packed filling interstices with Kharanja stone and consolidating with power road roller to the requried gradient and comber including speading,watering and rolling of binding materials moorum or earth etc. Complete as per HPPWD specifications. 100mm spread thickness.

P/F M.S. pipe 40mm nominal bore for railing

Providing and laying cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in Foundation and plinth.

Kuldeep Sharma

HARGOVIND RANA

Inder Singh Verma