Augmentation of LWSS Gadol Dalahan and its adjoining habitation under GP Jehar Tehsil Pachad Distt. Sirmour H.P

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 1:6:12 ( 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.

Random rubble masonry / polygon rubble masonry (Uncoursed/ brought to course) with hard stone of approved quality in foundation and plinth 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 ) in foundation and plinth including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Square rubble masonry coursed with hard stone of approved quality in foundation and plinth including racking out joints in cement mortar 1:6 (1Cement :6 Sand) including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing and laying Damp proof course 38mm thick with cement concrete 1:2:4 (1 cement 2 sand 4 graded stone aggregate 12.5mm nominal size) at plinth level and curing complete including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Applying a coat of hot bitumen [mexphalt 80/100 or equivelent using 1.70 kg/sqmtrs on damp proof course after cleanig the surfaces with a piece of cloth lightly soaked with kerosene oil including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

2nd class brick work using common burnt clay building bricks in supper structure in cement mortar 1:6 (1cment:6 sand) 2nd Class bricks in cluding all leads,lifts and carriage ofmaterial at site and as directed by the Engineer in Charge.

Providing wood work in frames of doors , windows, clerestory windowsand other frames , wrought framed and fixed in position.Second class Deodar wood 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 40x3mm flat iron hold fast 40 Cm long including fixing to frames 10mm diameter bolts and nuts and wooden plug and embended in cement concrete block 30x10x15 Cm In1:3:6 (1 cement :3 sand :6 gradedstone agg. 20mm nominal size) 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 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 reinforcement for reinforced concrete work in lintles, beams,and girders, bressumers and cantiliver 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 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 1:1.5:3 ( 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.

Providing 200 mm wide cast iron rungs with chequered or ribbed non slip surface including fixing in man hole with 200 x 200 x 100 mm cement concrete 1:3:6 ( 1Cement:3Sand : 6 graded stone aggregate 20 mm nominal size) including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing and laying brick layer 2nd class brick in foundation and plinth of filter bed drain Inner side in CM 1:3 ( 1Cement: 3 Sand) including all leads, lifts and carriage of material at site and as directed by tbe Engineer Inchargte.

Providing and placing filter Media including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

i) Fine Sand ( Top Layer)

ii) Coursed Sand ( 2nd Layer)

iii) Bajri 6 mm to 20 mm ( 3rd Layer)

iv) Bajri 20 mm to 25 mm (4th Layer)

v) Broken Stone 50 mm to 75 mm ( 5th Layer)

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)

Providing and fixing M.S. grills of required pattern in wooden frames of windows etc. with M.S. flats square or rounded bars with rounded headed bolts and nuts or by screws including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing and fixing panelled glazed shutters for doors windows including black enamelled iron butts, hings, with necessory screws in 2nd class deodar/kail wood including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

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.

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.

Applying a priming coat over new wood and wood 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 wood primer pink including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge..

Painting two coat ( excluding priming coat) on new wood and wood 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..

Boulder filling under flooring hand packed tightly including all leads lifts and carriage of material at site 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.

15 mm cement plastering in single coat on rough side of brick/stone masonary for interior plastering up to floor two level including arrises internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in in girth and finished even and smooth in C.M.1:6 (1Cement:6 Sand) including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

6 mm cement plastering to ceiling in cement mortar 1:3 (1Cement :3 Sand) 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.

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.

Providing and fixing Aluminium oxidized sliding door bolts with nuts screws etc. 300x16mm including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing and fixing Aluminium oxidized Tower bolts with nuts screws etc. including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

i) 250 x 10 mm Size.

ii) 150 x 10 mm Size.

Providing and fixing Aluminium oxidized Handle with nuts screws etc. including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

i) 125 mm Size.

ii) 100 mm Size.

Providing and fixing Vitrcous Chaina wash water closed W.C. including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing and fixing PVC Spigot & Socket including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge. ( 110 mm Dia)

Providing and fixing PVC Plain Bend including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge. ( 110 mm Dia)

Providing and fixing Vitreous Chaina Wash Basin including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge. (550 x 400 mm)

Providing and fixing C.P. Brass waste for wash Basin including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing and fixing C.P. Brass Tap for wash Basin including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing and fixing C.P. Brass Bib Tap including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing and fixing C.P. Brass Pillar for Tap including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing and fixing C.P. Stop Cock 15 mm dia including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.

Providing and fixing P.V.C. connection with brass union including all leads,lifts and carriage of material at site and as directed by the Engineer in charge (300/450 mm Length, 15 mm dia)

P/F brass full way valves with wheel including all leads,lifts and carriage of material at site and as directed by the Engineer in charge ( 20 mm dia)

Providing and fixing P.V.C. Water Tank 200 lit. cap. including all leads, lift and carriage of material at site and as directed by the Engineer in Charge.

Laying, jointing and testing of G.M.S. pipes of various dia ( earth work to be measured & paid for separately)including all leads,lifts and carriage of material at site and as directed by the Engineer in charge.

1. 15 mm dia (L/G)

2. 20 mm dia (L/G)

Anil Kumar