Construction of Smart footpath Sanjauli chowk to IGMC Shimla. (SH- Civil, Plumbing and Horticulture work and Entry Structures building portion smart city road etc. under Shimla Smart City Project.)

Amount

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 centimetre measured at all height of above ground and removal of rubbish upto all distance of outside the periphery including stacking the serviceable and disposal of all un serviceable and surplus material within all leads of the area cleared including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Demolition above ground level in all floor level including disposal of unserviceable materials within all leads and lifts including carriage of materials by mechanical or manual means upto approved dumping site which will be arranged by the contractor at his own level at his own cost and as directed by the Engineer in Charge:- Un-reinforced cement concrete upto of all thickness.

Demolition above ground level in all floor level including disposal of unserviceable materials within all leads and lifts including carriage of materials by mechanical or manual means upto approved dumping site which will be arranged by the contractor at his own level at his own cost and as directed by the Engineer in Charge and including cutting the necessary reinforcement and separating out from R.C.C. work.

Demolition of brick work In cement mortar above ground level in all floor level including stacking of serviceable materials and disposal of un-serviceable materials within all leads and lifts including carriage of materials.

Dismantling steel work in all span and heights between ridge and floor level in single sections including dismantling and stacking the materials within all leads and lifts including carriage of materials (Riveted work where rivets are required to be cut shall be measured and paid for separately) :- Channels, angles, tees and flats.

Dismantling and stacking the materials in all leads and lifts including carriage of materials, fencing posts or struts (wood, steel or R.C.C.) including all earth work and dismantling of concrete etc. in the base and all including making good the disturbed ground.

Cutting in earth work in by mechanical mean in all heights and depths in all kinds of soils, including saturated soils comprising of pick work , Jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (Where blasting is prohibited) and their intermediate classification of soil including, dewatring where required, setting out to required lines, levels as shown on the drawing and directed by the Engineer-in - charge at site, according to the HP.PWD. specification of 1990( One Thousand Nine Hundred ninety) Volume-I (One) and sorting out useful and unuseful matreial and Transportation of the unuseful matreial for disposing at dumping site ( To be arranged by the Contractor) as per satisfacation of Engineer -in- Charge through all modes of transportation including head load , animal load or mechnical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechnical means and labour( If required). All useful material such as stone , shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation as per direction of the Engineer -in -charge. Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respect including all incidental charges.

Earth work in excavation for all type of road structures such as retaining walls, breast walls, culverts, drains and parapets ectetra in all type of classification of soil comprising of ordinary soil, soft/ hard rocks, chiselling / wedging out of rocks (where blasting is prohibited) as per drawing and MORD technical specifications Clause 305.1, 1104 and 1606.1 and as per direction of the Engineer-in-Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal of materials upto all leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 150mm (One Hundred Fifty milimetres) compacted thickness including shorting and strutting and pumping and bailing out water (surface and sub soil water) upto all depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of Engineer-In-Charge.The recovery for stones, weather useful or not, for the minimum quatom of 1000.00 cubic meter @ Rs. 300/- Only (Rupees. Three hundred) per cubic meter shall be effected on pro rata basis in all circumstances. including of carriage of materials with in all leads and lifts.

Excavation in earth work in all kind of soils and banking in 20 centimetres layers including breaking clods, ramming and dressing ground for the purpose of making embankment or filling up ground depressions and disposal of all surplus excavated earth by all modes of transportation up to approved dumping site which will be arranged by the contractor at his own cost upto all leads and lifts including carriage of materials.

Excavation in foundation and trenches in earth work in all heights and depth in all kinds of soil, by mechanical means including saturated soil comprising of pick,jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock ( where blasting is prohibited) and their intermediate classification of soil including, dewatering where ever required, setting out to the required line, grades, side slopes trimming bottoms and level as shown on the drawing as directed by the Engineer-in-Charge at site according to HP.PWD specifications of 1990 Volume-1 and sorting out useful materials and stacking the same in all leads and lifts and transportation of the unusefull materials on approved dumping sites through all modes of transportation including head load , animal load or mechanical means along with its leveling fine dressing and all lobour, machineries, materials, tools equipments and safety measures and iincidentials necessary to complete the work by mechanized means and labour (if any required) all useful materials such as stones , shingles, aggregates, and slates shall be sorted out and stacked in the plot up to maximum extent, in all leads and lifts through all modes of transportation as per the direction of the Engineer-in Charge. The recovery for stones , weather useful or not for 88.27 cubic meter) @ Rupees 300/- only ( three hundred ) per cubic meter shall be effected on pro rata basis in all circumstances . Any loss to the public and private property during the course of execution and disposal of serviceable and unservicable material shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respect including all incidental charges.

Excavation in earth work in drain and chanels in all heights and depths in all kinds of soil, including saturated soil comprising of pick work,jumper work and blasting work both in soft and hard rock with chiesling and wedging out of rock (where blasting is prohabited) and their intermediate classification of soil including dewatering whereever required,settling out to required lines,levels as shown on the drawing and directed by the Engineer in charge at site according to the HP.PWD specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (to be arranged by the contractor) including payment of prescribed dumping charges of M.C. if levilled any to the satisfaction of the Engineer in charge through all modes of transporation including head load animal load or mechanical means alongwith its levelling, fine dressing and with all kinds of labour, mechineries, tools, equipment and safety measures and incidental necessary to complete the work by mechanical means and labour (if required). All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transporation and used/removed as per the satisfaction of the Engineer in charge. any loss to the public and private properity during the course of execution and disposal of servicable and unservicable materials shall be the absolute responsiblity of the contractor and shall have to be duly compensated by him in all respects including all incidential charges and as directed by 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/ steel battens and ballies, height of propping and centring below supporting floor to ceiling to any floor height and removal of the same for in situ-reinforced concrete and plain concrete work and 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.

In foundation, footings, bases of columns etc. and mass concrete.

In flat surfaces such as soffits of suspended floors, roofs, landings and the like of any thickness in all floor level in all heights.

In vertical surface such as wall (any thickness) partition and the like including attached pilasters in all floor level in all heights.

In columns, pillars, posts and struts. square, rectangular,circular or polygonal in plan, in all floor level in all heights.

In beams, cantilevers, girders and lintels sides and soffits of beams, beam hunchings, cantilevers, bressumers and lintels up to any depth in all floor level in all heights.

In edges of slabs and breaks in floors of any width in all floor level in all heights.

In stair cases with sloping or stepped soffits excluding landings in all floor level in all heights.

Providing weepholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100mm dia A.C. 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 clauses 614, 709, 1204. 3.7 including carriage of materials within all leads and lifts.

Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40mm nominal size) mechanically mixed and vibrated for compacting concrete and curing complete excluding cost of centring and shuttering including carriage of materials in all leads and lifts in foundation and plinth.

Providing and laying cement concrete 1:4:8 (1cement :4sand :8 graded stone aggregate 40mm nominal size) mechanically mixed and vibrated for compacting concrete and curing complete excluding cost of centring and shuttering including carriage of materials in all leads and lifts in foundation and plinth.

Providing and laying cement concrete for plain/reinfoced concrete in retaining wall and Breast wall including cost of form work complete as per drawings and technical specifications clauses 802, 803, 1202 and 1203. PCC Grade M10 Nominal mix 1:3:6 (1cement:3 sand :6 graded stone aggregate 25mm nominal size) and curing complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing and laying cement concrete 1:2:4 (1 cement: 2 Sand:4 graded stone aggregate 20mm nominal size) mechanically mixed and vibrated for compacting concrete and curing complete excluding cost of centring and shuttering in foundation and plinth including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing and laying upto floor all level cement concrete 1:2:4 (1 cement : 2 Sand :4 graded stone aggregate 20mm nominal size) and curing complete mechanically mixed and vibrated and curing complete including cost of centring and shuttering in walls , kerbs, steps upto all floor level and the like including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing and laying cement concrete 1:1.5:3 (one cement isto one point five sand isto three crushed stone aggregate 20mm. (Twenty millimeter) nominal size) mechanically mixed and vibrated, curing complete excluding cost of form work and reinforcement for reinforced concrete work and as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.

In Foundation, footings bases of columns etc. and mass concrete.

In columns, pillars, posts and struts. Square, rectangular or polygonal in plan, in all floor level in all heights.

In suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor all level.

In stair cases with sloping or stepped soffits excluding landings in all floor level in all heights.

Providing and laying cement concrete 1:1:2 (1 cement : 1 Sand : 2 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Infoundation and plinth.

In walls including attached buttresses, pilasters and their caps and bases and string courses etc. upto floor all level.

In independent piers columns and pillars upto floor all level.

Providing tor/TMT steel reinforcement of TATA tiscon / SAIL / Rashtria Ispat /Jindal / Shyam including cost of binding wire for R.C.C.work including bending, binding and placing in position complete in all floor level in all heights,and 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 laying first class machine made building bricks laid with forming horizontal and vertical grooves 10mm wide 12mm deep during laying in super-structure above plinth level upto floor all level in cement mortar 1:5 (1 cement : 5 sand)as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.

Providing and laying first class machine made building bricks laid with forming horizontal and vertical grooves 10mm wide 12mm deep during laying in super-structure above plinth level upto floor all level in cement mortar 1:3 (1 cement : 3sand)as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.

Providing and laying Random rubble masonry / polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (One cement : six sand : twelve crushed stone aggregate 20mm (Twenty millimeter nominal size) at plinth level in Cement Mortar 1:6 (One cement: six sand) as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.

Boulder filling dry hand packed tightly as in wire crate apron bund (wire crates to be measured separately) complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.

Providing and fixing wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separetaly). G.I. Wire 4mm thick corresponding to SWG-8, 25cm X 7.50cm. mesh (diagonal dimension) complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.

Providing and fixing anodised aluminium work for door, windows, ventilators and partitions with extruded built up standard tubular and other sections of approved make confirming to IS 733 and IS 1285 anodised transparent or dyed to required shade according to IS 1868. (minimum anodic coating of grade AC 15) fixed with rawl plugs and screws or with fixing clips, or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, straight, mitred and jointed mechanically where ever required including cleats angle, aluminium, snap beading for glazing/panelling C.P. brass/stainless steel screws as per Architectural drawings and 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.

For frames of windows and ventilators and glazed partitions.

For shutters of windows and ventilators including providing and fixing hinges/pivots and making provisions for fixing of fittings where ever required including the cost of PVC/neoprene gaskets as required ( fittings and glazing/panelling shall be paid for separately)

Providing and fixing glazing with glass panes of 4.00mm thickness (weight not less than 10.00 kg/ sqm in aluminium door, window, ventilator shutters and partition etc with PVC/neoprens gasket etc. complete (cost of aluminium snap beading shall be paid in basic item) 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 12mm thick prelaminated board both side bwp phenol bonded exterior/interior grade panele in frame of aluminium shutters complete including with PVC/ neoprens gasket etc. complete including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.

Providing and fixing 250x16mm size aluminiuml sliding door bolt anodized transparent or dyed to required shade and colourwith bolts and nuts screws etc. complete for all floors, including carriage of materials, labour ,tool and plants 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 250mm x10mm size aluminium tower bolts (Berrel type) anodized transparent or dyed to required shade and colour with screws etc. complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing 125mm size aluminium handles anodized transparent or dyed to required colour or shade with necessary screws etc. complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing bright finished brass 100mm Mortice latch and lock and a pair of levers, handles with necessary screws etc. complete (indian make of approved quality) complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing 100mm bright finished aluminium floor door stopper with rubber cushion screws etc. to suit shutter thickness complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing 8mm (Eight milimeter) cement bonded particle board ceiling of approved quality with butt jointing and nail (frame work and cover fillets to be paid separately) in place of E-board for ceiling for toilet,attic and porch with Everest sheet 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 laying 20 mm thick granite stone of approved shade and texture in flooring on 20mm (average) thickness base of cement mortar 1:3 (1cement: 3 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of granite stone including rubbing and polishing complete upto floor all level 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 laying 25 mm (Twenty five milimetre) thick pre polished Kota stone slab flooring with 20mm (twenty milimetre ) thick base of cement mortor 1:4 (one cement is to four sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab and 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 laying tactile tile (for vision impaired persons as per standards) of size 300mm X 300mm X 9.80mm having water absorption less than 0.50% and conforming to IS: 15622, of approved make in all colors and shades in outdoor floors such as foot path, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes and patterns including grouting the joints with white cement mixed with matching pigments etc. complete upto all floor level 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 10mm thick antiskid water proof stain and impact resistant heavy duty double charged vitrified tiles of SOMANI / ORIENT / NITCO size 600mm x 600mm and 10mm thick manufactured of approved shade and colour in flooring, treads of steps and landings laid over 12mm thick cement mortar 1:3 ( 1 cement : 3 sand ) jointed with cement slurry mixed with pigment to match the shade of tiles as required complete upto all floor level 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 laying white/coloured glazed tiles 8mm (Six milimetre) thick of 30 centimetre x 45 centimetre (thirty centimetre into forty five centimetre ) size in skirting, risers of steps and dado over 12mm (Twelve milimetre) thick cement mortar 1:3 (One cement isto Three Sand) and jointed with cement slurry and as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.

Providing and laying vitrified tiles 600x600mmx10mm size of ORIENT/BELL or its equalent tiles of approved shade in flooring, treads of steps, laid on a bed of 12mm thick cement mortar 1:3(1cement :3 sand) laid over and jointed with neat cement slurry finished with flush pointing in white cement mixed with pigment of required shade to match the shade of tiles complete 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 laying 60mm thick heavy duty precast cement concrete inter locking blocks vibro compacted upto M-50 grade including border or kurb block grey or coloured over sub base of concrete with 25mm (Twenty five milimetre) average thickness of cement mortar 1:4 (1cement :4 sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks including curing, rubbing and polishing complete (sub base concrete floor to be paid for separately) 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 laying shot blasted finish on granite stone flooring on 20mm thickness base of cement mortar 1:3 (1cement: 3 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of granite stone including rubbing and polishing complete upto floor all level 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 laying Lapato finish on granite stone flooring 20mm thickness base of cement mortar 1:3 (1cement: 3 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of granite stone including rubbing and polishing complete upto floor all level including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and laying 36mm thick EPDM (30 mm SBR and 6mm EPDM) in flooring for different areas, such as children play area, with all other necessary fixing arrangement as per vendor specifications complete upto floor all level including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and laying river pebbles stone flooring on 12mm thick cement mortar 1:3 (1cement: 3sand) and jointed with cement slurry including scaffolding etc. complete upto floor all levels including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing on flooring Wood Plastic Composite Decking (146x21), of required thickness with aluminum joist 50X25 and clips (Chocolate color) including fitting charges of WPC Decking all complete as per vendor specifications complete upto floor all levels including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing 0.60mm thick prepainted steel sheet of TATA Durashine in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6 mm dia metre with prepainted limpet and rubber 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 60 cm over all with 0.45mm thick prepainted steel sheets of TATA DURASHINE in roofing with hot dipped metallic zinc coated sheets 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 6 mm dia & prepainted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer-in-Charge.

Providing and fixing valley 90 cm over all 0.45 mm 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 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 6 mm dia with prepainted G.I. limpet and bitumen whashers complete 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 flushing 38 cm overall with 0.45mm thick prepainted steel sheets 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 thiclk 30cm wide and 120cm overall box type 0.45mm thick plain prepainted steel sheet of TATA Durashine gutter with bolts and nuts and washers etc. including making conection with rain water pipe complete as per design 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.

Making opening or receses in plain G.I. sheet of girth not more than 1.00metre upto 100square centimetre in area including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing 75mm dia on wall face C.I.rain water pipes including filling the joints with spun yarn and cement mortar 1:2 (1 cement :2 sand) including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing on wall face C.I. accessories for rain water pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement :2 sand) including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

C.I. plain bend 75mm diametre.

C.I.plain shoes plain 75mm diametre.

Providing and fixing 75mm dia metre M.S. sheet clamps of approved design to C.I. or S.C.I pipes embeded in and including cement concrete blocks 10cm x10cm x 10cm of 1:2:4:mix (1 cement 2 sand 4 stone graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the wall etc. complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing M.S. B.P. sheet 2 mm 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) as per HP. PWD. Specifications of 1990 vplume-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 PGI Sheet 0.63mm thick in expansion joint with overall width 45cm fixed to beam /slab with wooden plugs and screws including bending to slope and fixed in bitumen mix filler in proportion of 80kg bitumen 1.00kg of cement and 0.25cum of sand hot mixed complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing laying steel work of TATA,SAIL or RASHTRIYA ISPAT welded in built up section/ hollow section trusses & framed work, including cutting,hoisting & fixing in position including applying a priming coat of red lead paint in beams joists channels, angles, tee,flats with connecting plates or angle cleats as in main and cross beams, hip and rafters,purlins connected to common rafters and the like as per HP. PWD. specifications of 1990 vplume-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.

In beams joists channels ,angles , tee ,flats with connecting plates or angle cleats as in main and cross beams,hip and jack rafters,purlins connected to common rafters and the like.

In gratings, framed, guards, bars ladders and railing, brackets and similar works.

In truss and trused purlins in buildings.

Removing old paint from steel and other metal surfaces with paint remover of approved brand and manufacture and making the surface even and smooth complete including carriage of material within all leads and lifts up to all floor levels as per direction of Engineer-in-charge.

Spray painting two coats (excluding priming coats) on new steel and other metal surfaces with enamel paints other than white spraying to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matter complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Applying priming coat over new wood and wood based surfaces with ready mixed paint brushing wood primer pink after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter sand papering and knotting complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.

Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint other than white paint to give an even shade including cleaning the surface of dirt, dust and other foreign matter, sand papering and stopping.complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.

6mm ( six milimetre ) cement plaster to ceiling with cement mortar 1:3 ( One cement : three approved sand ) as per HP.PWD., specification 1990 Volume-I ( one )including carriage of all labourequipment & materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.

10mm cement plaster in single coat on fair side of brick/concrete walls for internal plastering including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm (Eighty milimetres) in girth and finished even and smooth with cement mortar 1:4 (one cement: four sand) up to all heights in all floor levels complete with scaffolding works in all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

15mm (fifteen milimetre) cement plaster in single coat on rough side of brick/ concrete/ stone walls of interior plastering upto floor two level including arrises,internal rounded angles, chamfers & rounded angles not exceeding 80mm in (eighty milimetre) grith finished even and smooth in cement mortar 1:4(One cement:four approved sand) as per HP.PWD., specification volume-I (one ) including carriage of all labour equipment & materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.

Distempering two coats with oil bound washable distemper of Asian paints or equivalent of approved shade and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth priming coat with distemper primer for all floors including entire carriage of materials through all modes of transportation with in all leads and lifts as per PWD specifications and as per direction of Engineer-in-Charge.

Finishing wall with water proofing cement paint of approved brand and manufacture and of required 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 up to all heights in all floor levels complete with scaffolding works in all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

Finishing wall with weather proof exterior grade emulsion of approved design (Apexultima) or its equarlied on undecorated wall surfaces (two coats) to give an even shade and final finish after thoroughly cleaning the surface to remove all dirt, dust and other foreign matter etc. including and paper smooth complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.

Providing and laying 600mm diameter reinforced cement concrete pipe NP2 for culvert on first class bedding of granular material in single row including fixing collars with cement mortar 1:2 (1 cement : 2 fine sand) but excluding excavation protection work, back filling, concrete and masonary work in head wall and parapets clauses 1108 complete in all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

Scarifying existing bituminous surface to a depth of 150mm by mechanical means and disposal of scarified material with a all leads and lifts as per technical specification clause 301.4 complete in all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

Preparation of sub grade by dressing to comber (Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil) completed as per HP.PWD specifications in all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade completed as per HP.PWD specifications in all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

Providing, laying, spreading and compacting stone ggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80- 100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and mpacting to the required density Grading -1 as per technical specification Clause 405 complete within all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

Providing, laying, spreading and compacting stone ggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80- 100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and mpacting to the required density Grading -2 as per technical specification Clause 405 complete including carriage of material within all leads and lifts and as per the direction of the Engineer-in-Charge.

Providing, laying, spreading and compacting stone ggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80- 100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and mpacting to the required density Grading-3 as per technical specification Clause 405 complete including carriage of material within all leads and lifts and as per the direction of the Engineer-in-Charge.

Providing and applying primer coat with bitumen emulsion (SS- 1) on prepared surface of granular base including leaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical specification Clause 502 complete including carriage of material within all leads and lifts and as per the direction of the Engineer-in-Charge.

Providing and applying tack coat with bitumen emulsion (RS- 1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per technical specification Clause 503 complete including carriage of material within all leads and lifts and as per the direction of the Engineer-in-Charge.

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per technical specification Clause 504 complete within all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

Providing and laying bituminous concrete 30mm thick(thirty millimetre) with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver, finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete within all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

Trenching in ordinary soil (Pick work) upto any depth including removal and stacking of serviceable materials and then disposing off by spreading and neatly leveling including disposal and making up the trenched areas to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water excluding cost of imported earth, sludge or manure complete within all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

Supplying and stacking of good earth at site including royalty complete including carriage of material witin all leads and lifts and as per the direction of the Engineer-in-Charge.

Supplying and stacking at site dump manure from approved sources (duly screened through specified sieve) complete including carriage of material within all leads and lifts and as per the direction of the Engineer-in-Charge.

Fine dressing the trenched ground complete including carriage of material within all leads and liftsand as per the direction of the Engineer-in-Charge.

Spreading sludge dump manure or/and good earth in required thickness (cost of sludge, dump manure or/and good earth to be paid separately) complete including carriage of material within all leads and liftsand as per the direction of the Engineer-in-Charge.

Mixing earth and sludge or manure in proportion specified or directed complete including carriage of material within all leads and lifts and as per the direction of the Engineer-in-Charge.

Grassing with 'Doob' grass In rows 15cm Apart in either direction including watering and maintenance of the Lawn for 30 days or more till the grass from a thick lawn free from weeds and fit for moving including supplying good earth if needed (the cost for Doob grass shall be paid separately) complete including carriage of material within all leads and lifts and as per the direction of the Engineer-in-Charge.

Providing and putting in position, plants of medium size and of different saplings complete including carriage of material within all leads and lifts and as per the direction of the Engineer-in-Charge.

Providing and erecting 2.00 metre high temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipment's and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). Lumsum Quantity, 20% of total length complete including carriage of material within all leads and lifts and as per the direction of the Engineer-in-Charge.

Precasting and placing in position 125mm dia Bollards 600mm high of required shape including providing M.S. Pipe Sleeve 50mm dia 300mm long in the Bollard and M.S. Pipes 40mm dia and 450mm long with 150mm x 150mm x 6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20mm nominal size), including necessary excavation of size 250mm x 250mm x 450mm deep for the same in bitumen/ concrete pavement at specified spacing complete including carriage of material witin all leads and lifts and as per the direction of the Engineer-in-Charge.

Supplying and fixing woven plains G.I. wire fencing of mesh 50mm to 150mm to any type of standard rails, strainging bolts. etc. including provision of binding wire, staples etc. complete including carriage of material within all leads and lifts and as per the direction of the Engineer-in-Charge.

Providing and applying 2.50mm thick road marking strips (retro reflective) of specified shade/ color using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications complete in all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

Supplying, filling, spreading and leveling gravels of size range 5mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness complete in all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.50metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc., wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc.complete in all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge. (The elevational area of the scaffolding shall be measured for payment purpose and the payment will be made once only for execution of all items for such works.)

Providing and fixing CNC cut 5mm MS sheet in position, as per Architect design. Item include cutting & pasting of corten steel wherever required complete in all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

Providing and fixing corten steel sheet to be used in different purpose, as per Architect design. Item include cutting & pasting of corten steel wherever required complete in all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

Providing and fixing in position Metal Dustbin, of capacity around 40 ltr. Item include all necessary screw for fixing, making good the surface after fixing complete in all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

Supply Installation testing Commission for drinking water station having two drinking station and one filling station. Drinking station having two PAC and one filling PWSMBF units having dimensions PAC - 447mm x 472mm flexible bubbler guard having anti-microbial bubblers, touch pad with MD Cu29. NSF 61 certified. Provision of Cold water online chiller having capacity of 200LPH PH base alfa level. Filling station having dimension of 413mm x 630mm. The complete structing dimension (2300mm x 2500mm ) upper dimension (1800mm x 775mm) Lead-free waterways, NSF/ANSI Standard 61, the Federal Safe Drinking Water Act, ADA compliant, GRIHA and TUV certified (Excluding Civil work). Make: Oasis WFS / Filtrine / Sunroc complete in all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third & fifth courses of blown or resideual bitumen applied at 1.45 kg 1.20 and 1.45kg persq.m of area respectively second and fourth course of roofing felt type 3 grade1 (hessain bese finished bitumen felt ) sixth and final course of stone girt 6 mm and down size or pea sized gravel spread at 6 cu.dm or (0.006 cu.m) per sq.m including preparation of surface excluding grading complete as per HPPWD.,specification volume-I including carriage of all labour equipment & materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.

Providing and fixing play equipment in position, as per Architectural drawing complete in all leads and lifts including carriage of materials and as per the direction of the Engineer-in-Charge.

Puppy Dog Rider.

Two Seater Seesaw.

A Swing.

Parallel Bars.

Monkey Bar VFM.

Monkey Loop.

Curved Rope Climber.

Providing & fixing play Equipment in position, as per Architectural drawing complete in all leads and lifts including carriage of materials and as per the direction of the Engineer-in-Charge.

Single Health Walker.

Waist Twister.

Big Shoulder Wheel.

Bicycle.

Providing and fixing vitreous China wash down,water closet European seat (PRIMA) No. 20012 of Hindware/Cera with integral 'P' or 'S' trap including jointing the trap with soil pipe in cement mortar 1:1(1 cement : 1 sand) (Seat and over to be measured and paid for separately) 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 white plastic seat and cover (Solid / Hollow type) for wash down water closet with C.P. Brass hinges and rubber buffers. 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 & fixing PTMT Jet spray of approved quality & colour with 1.50 ( One & five zero ) meter tube as per HPPWD., specification volume-I ( one ) including carriage of all labour equipment & materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.

Providing and fixing white glazed fireclay stall urinal with PVC automatic CI flushing cistern, with fittings RS or CI bracket , standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required with Single stall urinal with 5 litre P.V.C. automatic flushing cistern complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing & fixing Vitreous China wash basin with single hole for pillar tap with C.I. Or M.S. brackets painted white including cutting holes & making good the same but excluding fitting flat back white shade No. 102012 of clear size 580 x 400mm ( five hundred eighty into four hundred milimetre ) with pedestal of Hindware or its equivelent as per HP.PWD.,specification Volume-I ( one ) including carriage of all labour equipment & materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-charge.

Providing & fixing 600mm x 450mm ( six hundred milimetre into for hundred fifty milimetre ) bevelled edge mirrior of superior glass mounted on 6mm (six milimeter ) thick A.C. sheet or plywood sheet & fixed to wooden plugs with C.P.brass screws & washers as per HP.PWD., specification Volume-I (one) including carriage of all labour equipment & materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-charge.

Providing & fixing toilet paper holder, C.P. brass as per HP.PWD.,specification Volume-I (one) including carriage of all labour equipment & materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-charge.

Providing and fixing 32mm dia C.P. Brass Bottle trap for wash basin and sink including carriage of material and as per the direction of the Engineer-in-Charge.

Providing and fixing liquid soap plastic container with CP brass lid and brackets fixed to wooden plugs with CP brass screws including carriage of material and as per the direction of the Engineer-in-Charge.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 metre spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete 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.

20mm nominal outer dia.

32mm nominal outer dia.

Providing and fixing 20mm dia brass bib cock with capstan head of approved quality with fitting complete including carriage of material and as per the direction of the Engineer-in-Charge.

Providing and fixing central hole basin mixure 15mm dia fitting complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing CP brass angle cock 15mm without nuts and pipe of approved quality with fitting complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing 32mm dia brass full way valve with wheelof approved quality with fitting complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and laying 100mm dia S & S centrifugally cast (spun) iron pipes (Class LA) conforming to IS- 536 with fitting complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing lead caulked joints to 100mm diameter spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead with fitting complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing fixing and embedding 100mm nominal size diameter sand cast iron rain water pipes in the masonry surrounded with 12mm thick cement mortar of the same mix as that of masonry (lead caulking will be paid for separately) with fitting complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing lead caulked joints to 100mm nominal size diameter sand cost iron rain water pipe and fittings including testing of joints with fitting complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Constructing manhole with R.C.C top slab in 1:2:4 mix in 1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) foundation concrete1:4:8 (1cement : 4 sand : 8 graded stone aggregate 40mm nominal size) inside plastering 15mm thick with cement mortar 1:3 (1cement 3 sand) finished with a floating coat of neat cement and making channels in concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished smooth complete. Inside size 800mm x 800mm and 1000mm deep including precast RCC cover with frame for 455 mmx610mm internal dimensions of man hole complete with 200mm thick walls of brick masonry using common burnt clay building bricks in cement mortar 1:3 (1 cement : 3 sand) complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.

Providing and fixing 1000 liter net capacity PVC water storage tank triple layer of required sizes tank of ISI : 12701 marked, G.I. inlet and outlet connection, 15mm nominal bore ball valve and mosquito proof PVC cover with locking arrangement including hoisting up to all heights above ground level including carriage of materials within all leads and lifts.

gurcharan ind

Tenzin Construction Co. Pvt. Ltd.

Atul Sharma

rajesh kumar suman

Ajay Kumar Sood Engineers and Contractors