Providing FHTC by Improvement of LWSS to Mehal Preet Nagar and its adjoining habitations under JJM in GP Tikkeri Kuthar Tehsil Pachhad 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.

Providing and laying cement concrete 1:4:8 ( 1cement: 4 sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

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

P/F Pressed steel frame doors frame manufactured from commercial mild steel of 1.25 mm thick including hinges jump locke jamp, beed and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25 mm pressed mild steel welded or regidly fixed together by mechinical means, adjustable lugs with split and tails to each jamp including steel butt hinges 2.5 mm thick with guards, lock strik plate and shock absorber as specified.

Providing and fixing 1 mm thick M.S. sheet garrage door with frame of 40 mm x 40 mm x 6 mm angle iron 3.15 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete including applying a priming coat of red lead paint including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Repair to plaster in patches of 2.50 Sqm. And under 10 to 15 mm thick including cutting the patch in proper shade & replastring the surfaces of the wall including disposal of rubbish to the dumping ground within a lead of 20 meters with cement mortor 1:6 ( 1cement:6 sand) 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 form of ordinary timber plankings so as to give a rough finish i/c centring, shuttering, strutting & propping etc. height of propping & centring below supporting floor to ceiling not exceeding 4 Meters & removal of the same for insitu-reinforced concrete & plain concrete work in;- Arches 6 Meters sapan including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing and laying cement concrete 1:1.5:3 ( 1cement: 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing and laying cement concrete 1:1.5:3 ( 1cement: 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in walls (any thickness) but not less than 0.10 mtr) thickness atteched pillaster, buttresses plinth and string courses etc. from top of foundation level up to floor two level.

Providing in RCC work smooth finishing of the exposed surface with cement Mortor 1:3 ( 1Cement: 3 Sand) and curing complete including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing and laying cement concrete 1:2:4 ( 1cement: 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in suspended floor. Roofs, landings shelves and cantilevers upto floor two level including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

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.

Providing and fixing man hole cover with frame (Light duty single seal pattern 500 mm internal dia, total weight of cover and frame to be lessthan 38 Kg including all leads,lifts nad carriage of material at site and as directed by the Enegineer in Charge.

Steel work in built up section, trusses and framed work including cutting hoisting and fixing in position and applying a priming coat of read lead paint in grating framed guard bars ladders railing brackets and similar works including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Laying and jointing in trenches galvanised mild steel tube for In Let , Out Let and Scour pipe (light grade) tube fitting (earth work to be measured and paid for seperately) including all leads, lifts and carriage of material at site and as directed by tbe Engineer Inchargte.

i) 50 mm Dia ( Light Grade)

Applying a priming coat over new steel and steel based surfaces after and including preparing the surface by thoroughly cleaning oil grease, dirt and other foreign matter and sand papering and knotting ready mixed paint brushing stell primer red oxide paint including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Painting one coat ( excluding priming coat) on new steel and steel based surfaces with ready mixed paint brushing to give an even shade including cleaning of all dirt and dust and other foreign matter sand papering and knotting ready mixed paint other than white including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

White washing with lime 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.

Distempering two coats on un decorated wall surface (two coats) to give an even shade including throughly brooming the surface to removeal of oil grease ,dirt dust and other forgin matter including all leads lifts and carriage of material at site and as directed by the Engineer in Charge.

Demolition/Dismentling below G.L. upto 1.50 meters depth and disposal of unserviceable material with in 20 meters lead unrenforced cement concrete upto 15 CM thick including cutting the necessary reinforced and separating flooring including all leads,lifts & carriage of material at sitre and as directed by the Engineer in Charge.

Cement concrete flooring 1:2:4 [ 1 cement :2 sand :4 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 carriage of material at site and as directed by the Engineer in Charge.

Providing under layer 75 mm thick unconsolidated bed dry bricks/stone (40 mmnominal size) including finishing the top surfaces including all leads lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing plinth protection 50 mm thick in cement concrete 1:3:6 ( 1 cement :3 sand :6 gaded stone aggregate 20 mm nominal size ) including finishing the top surfaces of concrete smooth including all leads lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing stone Kharanja drain 45CM wide/i/c 25CM side stone laid in CM 1:6 (1cement:6sand) including all leads,lifts and carriage of material at site and as directed by the Engineer.

Pradeep Kumar

KAMLENDER SINGH