C/O Rain shelter cum Recreation Center near HDFC Bank at Reckong Peo in District Kinnaur (HP) ( SH-Civil work, site development and Dismantling of existing toilet

Amount

Dismantling roofing including ridges,hips,valleys, gutters etc. stacking the serviceable materials and disposal of un-serviceable materials within 20 meters lead G.I. Sheet roofing, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Demolition of stone masonry above G.L. upto floor two level including stacking of serviceable materials and disposal of un-serviceable materials within 20 meters lead. Rubble masonaly in cement mortar, including carriage of materials through all modes of transportation with in all leads and lifts complete as per PWD specifications and as per direction of the Engineer-in-charge .

Demolition below Ground level upto all depths and disposal of unservideable material within all leads and lifts in Un-reinforced cement concrete upto all thickness shade, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and complete as per direction of the Engineer-in-charge.

Demolition below G.L. upto 1.50 meters depth including stacking of servicable materials and disposal of unserviceable materials within 20 meters lead and including cutting the neceesary reinforcement and separating from R.C.C. /RB work, RCC work, including carriage of materials through all modes of transportation with in all leads and lifts, complete as per PWD specifications and as per direction of the Engineer-in-charge.

Cutting in earth work in all heights and depths and in all kinds of soils including saturated soil comprising of Pick, Jumper , blasting work both in soft and hard rock with chiseling, wedging-out of rock where blasting is prohibited, their intermediate classification of soil, setting-out true to the required lines, grades, side slopes, trimming bottoms to levels as shown on the drawing and as directed by the Engineer-in-charge at site according to HP.PWD, specification of 1990 Vol-I and sorting-out useful/ un –useful materials and stacking the same in all leads and lifts in acquired width of the road and transportation of useful/ un-useful materials for filling in road ways camber, embankments for grades, improvement and leveling to required grade and disposing of all surplus excavated earth in acquired width of the road or on approved dumping sites through all modes of transportion including head load or animal transport or mechanically means alongwith its leveling, fine dressing and all labour, machineries, tools, equipments and safety measures and other incidental, necessary to complete the work by mechanised means and labour if required. All useful materials such as stones , shingles, aggregates and slates shall be sorted- out and stacked along road side, the quantity of which shall not be less then 31.164 cum., failing which recovery @ Rupees 170/cum. (One hundred seventy per cubic metre) shall be effected from the bill of the contractor. Any loss of the public/ private property during the course of execution shall be absolute responsibility of the contractor which shall to be duly compensated by him in all respect, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out , construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead dressing of sides and bottom and backfilling in trenches with excavated suitable material upto all depth, including carriage of material within all leads and lifts including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Excavation in foundations trenches etc in earth work in all kinds of soil, such as pick work, pick jumper work, jumper work, jumper blasting wrok, chiseling wedging out rocks including pumping or bailing out water upto all lifts, stacking the excavated soil not more then three metres clear from the edge of excavation and then returning the stacked soil in 15 cm (Fifteen centimetres) layers when required in to plinth side of foundations etcetra consolidating each deposited layer by ramming and watering and then disposing of all surplus exeavated earth as directed up to any lead by Engineer-in-Charge, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Providing form work with steel plates 3.15mm. (Three point fifteen milimetre) thick welded with angle iron in frame 30X30mmx5mm.(Thirty into thirty into five millimeter) so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden attens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of thesame for insitu-inforcedconcrete & plain concrete workin, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Foundation footing basis of column

Flat surfaces such as soffitsof suspended floors, roofs, landings and the like

Column pillar post etc.

Stair case with sloping orstepped soffits excluding landing

Beams cantilever grider

Edges of slabes and breaks infloors and walls under 20cm wide

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clause 802,803 1202 and 1203. 1:6:12 (One cement : six sand : twelve graged stone aggregate 40mm (Forty millimeter) nominal size, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge

Providing and laying cement concrete 1:6:12 ( One cement : Six sand: twelve graded stone aggregate 20 mm nominal size) and curing complete excluding cost of centring and shuttering in Foundation and plinth, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Providing and laying cement concrete work 1: 2: 4 (1 cement : 2 sand: 4 graded crushed stone aggregate 20mm. (Twenty milimetre) nominal size and curing complete excluding cost of form work and reinforcement for reinforced concrete work in: Moulding as in cornices, window sills etc. not exceeding 15cm. in girth, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Providing and laying reinforced cement concrete 1:1.5:3 (One cement : one point five sand : 3 graded stone aggregate 20mm. (Twenty millimeter) nominal size) and curing complete excluding cost of form work and reinforcement for feinforced concrete work in, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Foundation and footings complete in all respect

Suspended floor roofs, landings and shelves and their supports, balconies, beams, griders, bressumers and cantilevers upto all floor level

Column pillars posts and struts in foundation plinth upto all floor level complete in all respect

Stair case (except spiral stair case) excluding landing but including preparing of thesurface and finishing of nosing uptofloor two level

Lintel beam grider bressumers and cantilevers in foundation plinth upto first floor level complete in all respect

Providing Tor steel reinforcement for R.C.C. work including bending , binding and placing complete upto floor two level, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Brick work using common burrnt clay building brics in foundation and plinth in Cement Mortar 1:6 (1Cement : 6 Sand) Second class Bricks upto all floor level, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Half brick masonry in common burnt clay building bricks in cement mortar 1:4 (1 Cement : 4 Sand )second Class Bricks upto all floor level, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry In cement-mortar (1:6) (One cement : six sand) including carriage of materials through all modes of transportation with in all leads and lifts, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Stone filling under floor dry hand packed with hard stone of approved quality consolidated properly with hand or mechanical rammer or by hand durmoot to required level as per HPPWD specification 1990 (One thousand Nine hundred Ninety) volume-I including carriage of materials, labour, tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-charge.

Providing weepholes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1 (v):20 (H) towards drawing face complete as per drawing and technical specification clasuses 614,709,1204.3.7, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge

Providing and laying Kota stone slab flooring 20 mm (Twenty millimeter) (average) thick base of cement mortar 1:4 (One cement : four sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab. Including rubbing and polishing complete.25 mm (Twenty five millimeter) thick. Kota stone 55×55cm (Fifty five into fifty five centimeter) minimum size having one shade only with yellow Jaisalmer marble strips as per pattern, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Providing and laying Kota stone slab 25 mm (Twenty five millimeter) thick in risers of steps, skirting dado and pillars laid on 12 mm (Twelve millimeter) (average) thick cement mortar 1:3 (One cement :three sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs including rubbing and polishing complete. Kota stone 55×55cm (Fifty five into fifty five centimeter) minimum size having one shade only with marble strips as per pattern, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Extra for making moulded nosing in terrazzo/ Kota stone including returned moulded ends and angles to mouldings including carriage of materials through all modes of transportation with in all leads and lifts, complete as per PWD specifications and as per direction of the Engineer-in-charge.

Providing and fixing GRC/Garsa stone 12mm (twelve milimeter) cladding on R.C.C. surface side as on faces of Arch masonry walls etc. on 12mm twelve milimeter) Thick cement plaster 1:3 (1 cement : 3 sand) and jointed with cement slurry i/c scaffolding etc. complete, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Providing and fixing 0.60mm ( Zero point six zero milimeter ) thick prepainted steel sheet of TATA DURASHINE in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts & nuts 6mm dia & prepainted G.I. limpet and bitumen washers complete with all accessories as required as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.

Providing and fixing ridges or hips 60cm overall with 0.60mm thick prepainted sheet in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia meter & prepainted G.I. limpet & bitumen washers complete with all accessories as required as per the direction of Engineer-in-Charge,

Providing and fixing Valleys 60cm overall with 0.60mm thick prepainted steel sheet in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia meter & prepainted G.I. limpet & bitumen washers complete with all accessories as required as per the direction of Engineer-in-Charge.

Providing and fixing 15 cm (fifteen centimetre) wide 45 cm (forty five centimetre) over all semicircularplain G.I. sheet gutter with ironbrackets 40x3 mm (forty millimeter into three millimeter) size bolts and nuts and washers etc. includingmaking necessary conections withdrain water pipe complete as perdesign. 0.80mm(zero point eighty millimeter) thick sheet, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Providing and fixing M.S. BP Sheet 1.66mm (One point sixty six millimeter to 2mm (Two millimeter) thick in eaves board/facia/soffits/ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete (Base members of steel work shall be measured & paid separately) including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of 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. including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

In trusses and trussed purlins in buildings.

In grating bars ladders, brackets and similar works

Providing and fixing in position collapsible steel shutters with vertical channels 20 mm X10 mmX2mm and braced with flat iron diagonals 20 mm X5 mm size with top and bottom rails of T.iron 40 mm X40 mm X6 mm with 38 mm dia steel pulley complete with bolts and nuts locking arrangements, stoppers,handles,including applying a priming coat of red lead paint, including carriage of materials through all modes of transportation with in all leads and lifts completed) as per PWD specifications and as per direction of the Engineer-in-charge.

Providing and fixing moulded hand rail of M.S. hollow pipe 50mm dia (fifty millimeter diameter) welded in straight length over M.S. flat at top of verticle balusters including one coat of red oxide priming coat complete (M.S. flat & balusters of railings shall be mesaurred & paid separetely, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Applying priming coat over new steel & other metal surfaces after & including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter and scoured with wire brushes fine steel wool scrapers and sand paper complete.With ready mixed priming paint brushing red lead,Red-oxide/zinc oxide chrome, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Painting two coats (excluding primimg coat) on new steel and other metal surfaces eith enamel paint brushin to give an even shade including cleaning the surface of all dirt, dust and other foregin matters:- Enamel paint other than white, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Providing under layer for plinth protection of 75mm (seventy five millimetre) thick(unconsolidated) bed dry brick/stone aggregated 40mm (forty millimetre) nominal size with rammed and consolidated and ground with fine sand including preparation of ground, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Providing plinth protection 50mm (fifty millimetre) thick in cement concrete 1:3:6 (1 cement : 3 Sand : 6 Graded stone aggregated 20 mm (twenty millimetre) nominalsize) including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Providing & Laying 23cm Dia Half Round Stone ware pipe in CM 1:6 (1 Cement: 6 Sand) compelete including carriage of materials through all modes of transportation with in all leads and lifts complete as per PWD specifications and as per direction of the Engineer-in-charge.

Providing and fixing P.V.C. waste and ventilating pipes complete in all respect, 110mm (One hundred & ten millimeter) nominal size, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge

Providing and fixing sitting benches including all accessories complete in all respect, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

KHEM SINGH CONTRACTOR