Providing LWSS to PC habitation under GP Koulanwala Bhood, Burmapapri, Palion, Nahan and Bankala Tehsil Nahan Distt. Sirmour HP

Amount

Excavation in foundations and trenches etc, in earth work, lift upto 1.50 mtrs stacking the excavated soil not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth of foundations etc, consolidating each deposited layer by ramming and watering and than disposing of all surplus excavated earth as directed within a lead of 20 mtrs, in all kind of soil in P.W. & J.W. 50 % Each.

Demolition above G.L.upto floor two level including disposal of unserviceable materials within 20 metres lead un-reinforced cement concrete upto 15cm. Thickness including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave,holdfasts etc. complete and stacking within 50 metres lead as per direction of Engineer - in- charge.

Providing and fixing pressed steel doors frames manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jump lock jamb beed and if required angle threshold of mild steel angle of section 50x25 mm or base ties of 1.25 mm pressed mild steel welded or regidly fixed together by mechanical means adjustable lugs with split and tails to each jamb including steel butt hinges 2.5 mm thick with guards lock strike plate and shock as specified and applying a coat of approved steel primer after pretreetment of the surface as directed by Engineer in charge.( PROFILE- C)

Providing and fixing 1 mm thick M.S. sheet door with frame of 40 mm X40mmX6mm angle iron 3.13 mm M.S. guest plate at the juctions and corners ,all necessary fitting complete including applying a primery coat of red lead paint including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing form work with steel plates 3.15 mm thick and welded with angle iron frame of 30x30x5 mm so as to give a frame of fair finish including centring , shuttering strutting and propping etc. height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu reinforced concrete and plain concrete work in :-

a) Flat surface such as soffits of suspended floors, roofs, landing and the like floorsetc. 200 mm in thickness.

b) Vertical surface such as such as wall ( any thickness parttions & the like i/c attached pillars buttresses plinth & string courses & the like.

Providing and laying rainforced cement concrete work 1:2:4 (1cement:2app sand :4app graded stone aggregete 20mm nominal size and curing complete excluding cost of form work and reinforcement for RCC work in suspended floor roof , landing shelves and their supports balconies beams, girders bressumer and cantilevers upto floors two level in all height and depth ,including all leads , lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing mild/tor steel reinforcement for R.C.C. work including bending and binding and placing in position complete up to floor two level including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Applying priming coats over new steel and steel based surfece after and including preparing the surface by thoroughly cleaning oil , grease, dirt and other forign matter sand papering and knotting ready mixed paint brusing wood primar pink, including all leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.

Painting two coats (excluding priming coats ) on new steel based surface with enamal paint to give an even shadecleaning oil, grease, dirt and other forign matter sand papering and knotting ready mixed paint brushing wood primer pink, including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Repairs to plaster in patches of 2.50 sqm and under and 10 to 15mm thick including cutting the patch in proper shape and replastering the surface of the wall including disposal of rubbish to the dumping ground with in all leads and lifts:- in cement mortar 1:6 including all leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.

White washing with lime on undecorated wall surface (two coat) to give an even shade including thourghly brooming the surface to remove all dirt ,dust morter dirts and other foreign matter including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Distempering two coat on un-decorated walls surfaces two coats to give an even shade including thoroughly brooming the surfaces to remove all dirt and dust and other foreign matter including all leads,lifts and carriage of material at site and as directed by the Engineer in charge.

Demolition/Dismentling below ground level upto 1.50 meters depth & disposal of unserviceable materials within 20 Metres lead Un-reinforced cement concrete upto 15cm. thickness and as directed by the Engineer in Charge.

Boulder filling dry hand packed under flooring including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing and laying cemment concrete 1:6:12 (1 cement: 6 app sand:12app graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all height and depth including all leads, and carrige of material at site and as directed by the Engineer Incharge .

Cement concrete flooring 1:2:4(1cement :2app sand:4app graded stone aggregate 20mm nominal size ) laid in one layer finished with a floating coat of neat cement 40mm thick including all leads,lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing under layer for plinth protectatin of 75mm thich (Un consolidated) bed of dry brick stone 40mm nominal size well rammed and consolidating and grouted with fine sand including preparation of ground including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing plinth protection 50mm in cement concrete 1:3:6(1cement :3app sand:6app graded sotne agg. 20mm nominal size) including finishing the top surfece of concrete smooth including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Constructing course rubble Hammer dressed "U" shape open surface drain 150mm width with hard stone of approved quility in cement morter 1:6(1cement:6app sand) including earth work 100mm bed concrete 1:5:10 (1cement:5ap sand :10app graded stone agg. 40mm nominal size) and curing complete and 25mm cement plaster 1:3(1cement :3app sand) including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Random rubble masonry / polygon rubble masonry (Uncoursed/ brought to course) with hard stone of approved quality in Retaining/Breast wall including levelling up with cement concerete 1:6:12 (1Cement :6 Sand : 12 Graded stone aggrete of 20 mm nominal size) in cement mortar 1:6 (1cement:6Sand ) including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Boulder filling dry hand packed behind retaining/breast walls including all leads,lifts and carriage of material at site & as directed by the Engineer in Charge.

Dalip Singh

tanushree trader