Development of civil and Electrical charging infrastructure for operation of Electric Buses in State of HP

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within within all leads as per direction of Engineer-in-charge. In cement mortar (Usefull Bricks may be handed over to the Deptt.), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within all leads of : G.S. Sheet (Usefull material like G.S. Sheet , ridges, hips, valleys and gutters etc may be handed over to the Deptt.), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within all leads. (Dismantled usefull material like angles, tees, flats and channels including all gusset plates etc. may be handed over to the Deptt.), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading up to approved dumping site, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Cutting in earth work by mechanical/manual means 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 soils including, dewatering wherever 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 and sorting out useful and unuseful materials and transportation of the unuseful materials for disposing at dumping site (To be arranged by the contractor) as per satisfaction of Engineer- in -charge through all modes of transportation including head load, and mechanical 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 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 transportation and used /removed as per the direction of the Engineer - in- charge. Any loss to the public and private propriety during the course of execution and disposal of all surplus excavated earth/soil upto approved dumping site, which shall be arranged by the contractor at his own, and shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

Excavation work by mechanical means (Hydraulic excavator) / manual means in foundations, trenches etc, in earth work in all kind of soil, such as pick work, jump work, blasting work, by blasting or chiseling and pumping bailing, dewatering where ever required etc, complete and lift up to all heights and than clear from the edge of the excavation and than returning the stacked soil in 15 cm. (Fifteen centimeter) layer into the plinths sides of foundation etc. consolidating each deposited layer by ramming and watering and than disposing of all surplus excavated earth up to dumping site, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m (One point five meter)in width or 10 sqm (Ten square meter) on plan), including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soils as directed, within all leads. : Ordinary rock, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (One Cement isto One and half coarse sand iato Three graded stone aggregate) 20 mm (Twenty milimeter) nominal size), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (One Cement isto Three coarse sand isto Six graded stone aggregate 20 mm (Twenty milimeter) nominal size, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (One Cement isto Three coarse sand isto Six graded stone aggregate) 40 mm (Forty milimeter) nominal size including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (One Cement isto Four coarse sand isto Eight graded stone aggregate) 40 mm (Forty milimeter) nominal size, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Making plinth protection 50mm (Fifty milimeter) thick of cement concrete 1:3:6 (One cement isto Three coarse sand (zone - III) isto Six graded stone aggregate) 20 mm (Twenty milimeter) nominal size) over 75mm (Seventy five milimeter) thick bed of dry brick ballast 40 mm (Forty milimeter) nominal size, wel rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (One cement isto One point five coarse sand isto Three graded stone aggregate) 20 mm (Twenty milimeter) nominal size, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (One cement isto One point five coarse sand isto Three graded stone aggregate) 20 mm (Twenty milimeter) nominal size, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (One cement isto One point five coarse sand isto Three graded stone aggregate) 20 mm (Twenty milimeter) nominal size, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc., including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform , including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Centering and shuttering including strutting, proppingetc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in super structure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (One cement isto Six coarse sand), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (One cement isto Four coarse sand), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes., including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and fixing bolts including nuts and washers complete., including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 50x50x6mm, (Fifty into Fifty into Six milimeter) joints mitred and welded by angle iron 50x50x6mm (Fifty into Fifty into Six milimeter)or 50x 5 mm(Fifty into Five milimeter) flat pieces to the existing Tiron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm (Forty into Forty into Six milimeter) angle iron and 3 mm (Three milimeter) M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer:-.Using flats 30x6mm (Thirty into Six milimeter) for diagonal braces and central cross piece., including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and fixing 1 mm (One milimeter) thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm (Forty into Forty into Six milimeter) angle iron, 3 mm (Three milimeter) M.S. gusset plates at the junctions and corners, 25 mm (Twenty five milimeter )dia pulley, 40x40x6 mm (Forty into Forty into Six milimeter)angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer., including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing ridges or hips of width 60 cm (Sixty centimeter) overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm (Eight milimeter) dia G.I. limpet and bitumen washers complete. 0.63 mm (Zero point sixty three milimeter) thick with zinc coating not less than 275 gm/m², including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm (Zero point sixty three milimeter) thick with zinc coating not less than 275 gm/ m² including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (Zero point fifty milimeter) (+ 0.05 %) total coated thickness with zinc coating 120 (One hundred twenty) grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 (Five to Seven) microns epoxy primer on both side of the sheet and polyester top coat 15-18 (Fifteen to Eighteen) microns. Sheet should have protective guard film of 25 (Twenty five) microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 (Twelve) metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm)(Five point five into Fifty five milimeter) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

12 mm (Twelve milimeter) cement plaster of mix : 1:4 (One cement isto Four coarse sand), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

20 mm (Twenty milimeter) cement plaster of mix : 1:6 (One cement isto Six coarse sand), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

15 mm (Fifteen milimeter) cement plaster on rough side of single or half brick wall of mix: 1:4 (One cement isto Four coarse sand), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

6 mm (Six milimeter )cement plaster of mix : 1:3 (One cement isto Three fine sand), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 300x16 mm (Three hundred into Sixteen milimeter), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complet:-250x16mm (Two hunderd fifty into Sixteen milimeter), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm (Twenty seven point five centimeter) long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x0.90 mm (Eighty into Zero point ninety milimeter) M.S. laths with 0.90 mm (Zero point ninety milimeter) thick top cover, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and fixing ball bearing for rolling shutters , including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-incharge. (Note:- Butt hinges and necessary screws shall be paid separately) Kiln seasoned and chemically treated hollock wood : 35 mm (Thirty five milimeter) thick shutters, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm (Twenty five milimeter to Forty milimeter) thick :Float glass panes : 4 mm thick glass pane (weight not less than 10 kg per sqm (Ten kilogram per square meter), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and fixing ISI marked, IS : 1341, M.S. heavy weight butt hinges with necessary screws etc. complete : 125x90x4.00 mm (One hundred twenty five into Ninety into Four point zero milimeter ) , including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and fixing ISI marked, IS : 1341, M.S. heavy weight butt hinges with necessary screws etc. complete : 75x60x3.10 mm (Seventy five intoSixty into Three point ten milimeter ), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc complete :-200x10mm (Two hunderd into Ten milimeter), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 150x10 mm (One hunderd fifty into Ten milimeter), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 100x10 mm (One hunderd into Ten milimeter), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and fixing ISI marked oxidised M.S. handles conforming to IS: 4992 with necessary screws etc. complete : 125 mm (One hunderd twenty five milimeter), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 100 mm (One hunderd milimeter), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Cement concrete flooring 1:2:4 (One cement isto Two coarse sand isto Four graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm ( Forty milimeter) thick with 20 mm (Twenty milimeter ) nominal size stone aggregate, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and applying white cement based putty of average thickness 1 mm (One milimeter), of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Preparation and consolidation of sub grade with power road roller of 8 to 12 (Eight to Twelve) tonne capacity after excavating earth to an average of 22.5 cm (Twenty two point five centimeter) depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within all leads, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Supplying and stacking at site. 90 mm to 45 mm (Ninety milimeter to Forty five milimeter)size stone aggregate, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 (Three) wheeled road/vibratory roller 8-10 (Eight to Ten) tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Dry stone pitching 22.5 cm (Twenty two point five centimeter) thick including supply of stones and preparing surface complete:- 90mm to 45mm (Ninety milimeter to Forty five milimeter), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm (Fifty milimeter) thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge. 80 mm (Eighty milimeter) thick C.C. paver block of M-30 (Thirty) grade with approved color design and pattern, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm (Fifty milimeter) thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge. 100 mm (One hundred milimeter) thick C.C. paver block of M-30 (Thirty) grade with approved color design and pattern , including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

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