Imp and Aug of various WSS under GP Ghulei Tehsil Churah Distt Chamba HP

Amount

Cutting in earth work and disposal of excavated earth upto a lead of 20 metres.

Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Providing and laying cement concrete 1:5:10 (1 cement: 5 sand: 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 HPPWD specifications.

Providing and laying cement conrete 1 : 4 :8 . ( 1 cement : 4 sand and : 8 grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth upto all leads and lifts

P/L CC 1:6:12 1cement:6 sand:12 graded aggregates 40mm nominal size curing complete excluding cost of form work infoundation & plinth

Providing and laying cement conrete 1 : 3 :6 . ( 1 cement : 3 sand and : 6 grade stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth upto all leads and lifts

Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in.Walls including attached buttresses, pilasters and their caps and bases string courses upto floor two level.

Providing and laying cement concrete work 1 : 2 :4 ( One cement : two sand : four graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads & lifts as per the direction of 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)

Providing and laying cement concrete 1 : 1½ : 3 mix. ( 1 cement : 1½ : sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinfocement for reinforced concrete work in :

Foundation footings bases of columns and the like; and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge.

Column.pillar & post upto floor two level

Walls any thickness but not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.

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

Suspended floor,roofs,landing and shelves and tdheir support Balconies,Beams,girders,bressumers and contilevers upto floor two level as per the direction and entire satisfaction of Engineer-in-Charge.

Lintels, beams girders bressumers and cantilevers upto floor two level.

Arches upto floor two level.

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

Suspended floor,roofs,landing and shelves and tdheir support Balconies,Beams,girders,bressumers and contilevers upto floor two level as per the direction and entire satisfaction of Engineer-in-Charge.

Providing form work of ordinary timber plankings so as to give a rough finish including centring, shuttering, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain concrete work in

Arches upto 6 metres span.

Providing form 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 batten and ballies, in all heights 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 :-

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.

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

In flat surface such as soffits of suspended floors, landing & the like.

Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Providing mild steel/tor steel (reinforcement for RCC work) including bending,binding and placing in positioncomplete in all respect including all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge.

White washing with lime on undecorated wall surfaces two coats to give an even shade including thoroughly brooming the surface to remove all dirt, dust, mortar dirt and other foreign matter.

Providing and fixing of 3.15mm MS Sheet Manhole cover 600X600mm with locking arrangement in all leads and lifts as per the direction of Engineer in Charge

Providing and fixing sand cast/cast iron spun spigot and socket soil, waste and ventilating pipes (lead caulked joints to be measured and paid for separately) 100mm nominal size.

Providing and fixing Cast Iron Cowl 100mm nominal diameter.

Providing and placing in horizontal layers filtering media duly graded, screened, washed and cleaned as specified by the Engineer-in-Charge.

Top layer: Fine sand screened, cleaned, washed and graded effective size 0.2 to 0.4mm with uniformity cofficient 2.0 to 3.0 from approved source

Second layer: Coarsed sand screened, cleaned, washed and graded from 3mm to 6mm from approved source

Third layer: Bajri screened, washed and graded from 6mm to 20mm from approved source

Fourth layer: Bajri (coarsed) screened, washed and graded from 20mm to 25mm from approved source

Bottom layer: Broken stone screened, washed and graded from 50mm to 75mm from approved source

Bricks layer under bottom layer of filter media

Brick work using common burnt clay building bricks in Super structure in cement mortar 1:6 (1cement:6sand) (2nd class Brick.)

Half brick masonry in common burnt clay building bricks in cement Mortor 1:4(1 cement :4 sand)

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

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 40mm 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 30 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

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 a

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

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 ti

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

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 (fini

Providing and fixing anodized aluminium sliding door bolts withnuts and screws complete I) 250mmX16mm

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

I) 200mmX10mm

ii) 200mmx10mm

Providing and fixing anodized aluminium .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

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.

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.

Providing , laying,jointing ( by way of circumfrential butt welded joints in three layers by electrical arc welding 95% ) and testing of MSREW pipe of following dia meters confirming to ISO 3183-2012, (latest with upto date amendments) having wall thickness and grade as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 5 to 7 meters, including manufacturing reducers/ tapers,all short pieces, beds etc. as per site requirement made from parent tubes. The laying of pipe shall include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per IS:4736-1986 (with upto date ammendments). The welding electrodes shall be as per IS 814:2004 of Advani Oerlikon/ L&T or ISI marked make. Tollerence should be as per IS code. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer-in-charge with in all leads and lifts. (Earth work in trenches shall be measured and paid for separately). The design /drawing so approved by the competant authority after finalisation of design and drawing ,any variation in size of pipe , material ,pipe class ,wall thickness, jointing valves, specials etc.

MSERW Pipe ISO 3183-2012 (X-42 4.8 mm thick ) 100 mm Nominal Bore

Providing, welding and fixing M.S. plate flanges 5% of various dia (nominal bore) of following Flange Tables confirming to IS 6392-1971 or latest with up to date ammendments to API/ MSERW/G.I Pipe as per site requirement including cutting of of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relvent I.S. Code i.e. IS 816-1969 or latest as applicable with up to date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge

100 mm dia Table 34

100 mm dia Table 28

100 mm dia Table 17

laying in trenches, galvanized mild steel tubes (light grade), tube fittings (earth work in trenches to be measured & paid for separately) for inlet, outlet, & scour pipe in all leads & lifts as per the direction of Engineer-in-charger

100 Nominal bore (LG)

40 mm Nominal Bore(LG)

32 mm Nominal bore(LG)

25 mm Nominal Bore(LG)

20 mm Nominal Bore(LG)

Providing and fixing Cast Iron Sluice Valve of following dia

100 mm Nominal Bore

Providing & Fixing of Full way wheel valve with wheel in all leads and lifts as per the direction of Engineer in charge

40 mm Nominal Bore

32 mm Nominal bore

25 mm Nominal Bore

20 mm Nominal Bore

P/F 2.5 mm thick MS sheet gauge garrage door with frame of 40x40x6mm angle iron 3.15 mm MS gusset plates at the junctions and corner all necessary fittings cimplete including applying primer coat of red lead point using MS 40x40x6mm for diagnal braces

HYDRAULIC ENGINEERING COMPANY

Unipro Techno Infrastructure Pvt Ltd