Providing LWSS GWSS to various hab in GP Kathasu Mandhol Kot Kaina SAri Brall and Dhar to cover FHTC of leftout house hold under JSV Sub Division Jubbal SH Civil pipe line and rising main etc

Amount

Cutting in earth work and disposal of excavated earth up to a lead of 20 mtr. With in all leads and lifts as per the direction of the Engineer- in- charge.

Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.

Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.

Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm( Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-In-Charge.

Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm( Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-In-Charge.

Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm( Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-In-Charge.

Provididng and laying 1:1:2(1 Cement: 1 Sand: 2 graded stne agg. 20mm Nominal Size) and curing complete excluding cost of form work and reinforccement for reinforced concrete work in

foundation and plinths complete as per the direction of the Engineer - in - Charge.

Wall ( any thickness but not less than 0.10 mtrs thickness), of manhole chambers, Cols etc in foundation & plinth up to floor two level.

Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :

Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge.

foundation and plinths complete as per the direction of the Engineer - in - Charge.

Providing Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete in all respect in foundation up to floor two levels.

Providing from work of steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooden battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for insitu reinforced concrete and plain concrete work with in all leads and lifts as per the direction of the Engineer-in-charge in -

Foundation footing bases of columns & mass concrete.

Column.pillar & post upto floor two level square, rectangular& polygonal in plan.

Beams, cantilever Girders& lintals sides&soffits of beams, beams,haunching cantilever girders not exceeding 1mtr. Depth.

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads and lifts as per the direction of the Engineer - in - Charge.

Flat surfaces such as soffits and suspended floors, roofs landing and the like: Floors etc up to 200 mm in thickness with in all leads and lifts as per the direction of the Engineer - in - Charge.

Slopping and battering surfaces I/c folding plates where inclination to horizontal plane not exceeding 30 degrees.

Edge of slab and break in floor 20 cm wide

Stair cases (except spiral stair cases) excluding landing I/c preparation of surfaces

Providing and laying (porus) No fine cincrete 1:4 (1 cement: 4 graded stone agg. 40mm) and above and curing complete with weep holes or porus etc. with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge.

Providing and placing horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer Incharge with in all leads and lifts.

Broken Stone 50mm to 75mm

Bajri 20mm to 25mm

Bajri 6mm to 20mm

Bottom layer broken stone 3mm to 6mm

Effective size 0.20mm to 0.40mm and uniformity 3.00

Providing and fixing MS Sheet Man hole cover with locking arrangement including lock, nuts & bolts & other fittings complete with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge.

Laying and jointing GMS pipes (Light class) of various dia meret for inlet, outlet and scour pipe including all leads, lifts and carriage of material at site and as directed by the Engineer-in-Charge. (32mm dia).

Providing and fixing Brass full way wheel valve including all leads, lifts and carriage of material at site and as directed by the Engineer-in-Charge. (32 mm dia)

Steel work welded in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of red lead paint etc. with in all leads and lifts as per the direction of the Engineer in charge.

Steel work in single sections including cutting, hoisting, fixing in position and applying a priming coat of red lead paint in R.S. Joists,channels, angles, tees etc. with in all leads and lifts as directed by the Engineer Incharge

Supplying and fixing wovenplains G.I. wire (3mm2) fencing of mesh 50mm to 150mm to any type of standard rails, strainging bolts. etc. including provision of binding wire, staples etc. with in all leads and lifts as per the direction of the Engineer-in-charge.

Providing and laying cement concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm (Forty millimeter nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads & lifts as per direction of Engineer - in charge.

Providing & Laying cement concrete 1:6:12(1ccement :6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts as per the directions of the Engineer in charge.

Providing and laying cement concrete 1:1.5:3 (1cement :1.5 Sand: 3 graded stone aggregate 20 mm N/S) and curing complete excluding cost of form work and reinforcement for Rainforced concrete work in:

foundation footing and bases of columns & like mass concrete.

Column.pillar & post upto floor two level

Column.pillar & post upto floor two level

In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level

Stair cases (except spiral stair cases) excluding landing I/c preparation of surfaces

Half Brick masonary using common burnt clay building bricks above plinth upto floor two level in CM1:4(1cement:4sand)With in all leads and lifts as per the direction of the Engineer- in- charge.

Providing and fixing pressed steel door, frames, manufactured from comercial mild steel sheet of 1.25 mm thickness including hinges jump block Jamb, beed, and if required angle threshold of mil steel angle of section 50x25mm or base ties of 1.25mm pressed mild steel welded or regidly fixed together by machanical means adjustable lugs with split and tails to each Jamb i/c steel but things 2.5mm thick with guards lock strike plate and shock as specified and applying a coat of applying steel primer after pretreatment of the surfaces directed by the Engineer-in-charge

Profile-A.

Profile-B.

Profile-C.

Providing and fixing Pannelled and glazed shutters for doors windows and clear storey windows including bright finish black enamel led iron butt hinges with necessary screws 50mm thick: 2nd class deodar wood.

P/F wire gause shutters using MS wire gause of IS gause designation 85 G for doors windows clerestorey windows I/c bright finished black enamelled iron hinges with necessary secrews 40 mm thick 2nd class deodar wood.

15 mm thick cement plaster on fair sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cm 1:6 (1cement:6sand)

20 mm thick cement plaster on rough sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cm 1:6 (1cement:6sand)

6 mm thick cement plaster in CM 1:3( 1cement 3 sand in roof slabs

White washing with lime on undecorated wall surfaces(two coats) to give an even shade I/c thoroughly brooming the surface to remove all dust dirt & other foreign matter.

Distempering (two coats) with oil bond distemper of approved brand and manufacture and of required shade on undecorated surfaceto give an even shade and including priming coat with distemper after throughly brushing the surface free from mortar dropping and other foreign matters.

Finishing wall with water profing cement paint of approved brand and manufacture and of rerquired shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials.

Precast terrazo tiles 20m thick (with marble chipsof specified shadeand of specified laid in floor treads of steps and landingon bed on10mm thick cement plaster 1:6 (1cement6sand) jointed withneat cement slurry mixed with pigment to match the shade of tiles. selvary grey

In Skirting & riser ofsteps and dado incement plaster 1:3 (1cement:3sand) and jointed with white slurry. Selvary grey

Applying priming coat over new wood and wood based surfaces after and including preparing the surface by throughly cleaning oil grease & dirt and other foreigm matter

Painting two coats(excluding priming coat) on new wood and wood based surfaces with ready mixed paint brushing to give even shade including cleaning all dirt, dust and other foreign matters white paint

Painting two coats(excluding priming coat) on new wood and wood based surfaces with ready mixed paint brushing to give even shade including cleaning all dirt, dust and other foreign matters other than white paint

Providing and fixing of MS grill of required patttern in wooden frame of window etc. with MS rounded headed bolts and nuts or by screw: Plain Grill.

Stone soling properly hand packed filling interstices with spalls and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. 100mm spread thickness (finished work including materials and labour) within all leads and lifts an da directed by the Engineer-in-charge.

Providing and fixing M.S. sliding door bolts withnuts and screws complete I) 250mmX16mm

Providing and fixing MS. tower bolts barrel type with screws etc. complete.

I) 200mmX10mm

ii) 100mmx10mm

Providing and fixing MS .handles with screws etc. complete.

I)125mm dia

ii) 100mm dia

Providing 40x3 mm flat iron hold fast 40cm. Long including fixing to frame with 10mm dia metres bolts, nuts and wooden plug and embedding in cement concrete block 30x10x15cm. 1:3:6( 1cement:3sand:6 graded stone att. 20mm nominal size) within all leads and lifts and as directed by the Engineer-in-charge.

Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone agg. 20mm nominal size) i/c finishing the top surface of concrete smooth within all leads and lifts and as directed by the Engineer-in-charge.

Providing and laying brick tiles over mumty roofs grouted with cement mortar 1:3 over a 12mm layer of cement mortar 1:3 and finished needly within all leads and lifts and as directed by the Engineer-in-charge.

Providing and fixing of Finolex pipe 50mm dia. In R/Wall including all re-fitting i/e elbowa, sockets etc. with in all leads aand lifts as per the direction of the Engineer in Charge.

Providing & laying in trenches to be leveled to grades, BIS marked APIX 42 flanged pipes of following diametres conforming toISO 3183 (Latest with up to date amendments) having minimum wall thickness as specified below of steel grade Yst-210 jointed with flanges conforming to tables as specified below of BIS 6392-1971 (latest with up to date amendments)welded at both ends according to relevant BIS standards & detailed specifications and provided with nuts & bolts of required sizes, 3mm thick compressed asbestos fiber gasket of synthetic rubber gasket conforming to relevant BIS codes including all short pieces, bends, tees & other specials etc.made from parent tubes & welded with flanges of tables as applicable for the particular reach & of approved specifications as per site conditions including flushing, cleaning, painting & hydraulic testing complete to the best satisfaction of Engineer in charge. The pipes shall be galvanised (zinc coating)in accordance with IS 4736:1986 inside and outside and shall be engraved with BIS-1978-82 and supplying firm logo at the two ends and centre of the pipe with in all leads and lifts. Single Stage Dia RD Length Thickness F.Table

Laying, butt welding and testing of ISI marked steel tubes plain ended in trenches of following dia as per IS 1239-2001, including jointing the pipes with butt welding at both the ends according to relevant BIS standards/approved specifications including manufacturing reducers/tapers, all short pices and bends as per site requirement and made from parent tubes ( to be measurer and paid alongwith pipes. Bends shall be manufactured in such a way that not more than 111/4 degree deflection is caused by a single cut and internal dia is not reduced including hydraulic testing to the entire satisfaction of Engineer-in-charge. The damaged portion of galvanization due welding shall be provided with anticorrosive treatment by providing two coats of bituminous paint over priming coat as per AWWA specification C-203-1978. (Earth work to be measure & paid for separately). Dia RD Length Thickness F.Table

Providing and welding MS flanges as per table below conforming to IS:6392-1971( latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of MS nuts and bolts as per IS: 1369-1967 and compressed asbestos fiber jointless gaskets sheet not less than 3mm thick as per IS: 2712-1965. The welding of flanges to be done in three layers ( two out side+one inside)to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. Class Dia RD Length Thickness F.Table

API 65mm 0-500 500 4.80 34

API 65mm 500-1500 500 4.80 34

G.I (H) 65mm 1500-2500 1000 4.80 17

G.I (H) 65mm 2500-2700 200 4.80 17

Laying , jointing and testing in trenches Galvanised Mild Steel tube of the following dia metres including smooth bending by necessary bends, or through pipe bending machine with necessary all pipe fittings such as Tees, Elbows, Union & Reducers etc. of ISI marked & testing for leakage complete with in all leads & lifts as per entire satisfication of Engineer - in - charge. (Earth work in trenches to be measured and paid for separately)

20 mm dia.

25 mm dia.

32 mm dia

50 mm dia.

Providing & fixing of Brass full way wheel valve of the following diametre including necessary all pipe fittings with in all leads & lifts as per entire satisfication of Engineer - in - charge.

20 mm dia.

25 mm dia.

32 mm dia

50 mm dia.

Roshan Chauhan