Construction of Ramp/Bridge from Krishana Nagar to Main road near Ghora Hospital Shimla including internal and external services, E.I work and development work at Rd. 0/00 to 0/77 and C/O smart Bus stop at Sabji Mandi Junction under (Under Smart city

Amount

Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within all leads and lifts and as per direction of Engineer-in-charge. (i) In cement mortar.

Demolishing cement concrete manually/ by manual means including disposal of material within 50 metres lead including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) Nominal concrete 1:3:6 or richer mix (including equivalent design mix)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m (One point five metre) in width or 10 sqm (ten Square Metre)on plan) in all kinds of soil. including dressing of sides and ramming of bottoms including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited) all earth work in cutting/ excavation including rock excavation shall be carried out true to lines grades, side slopes, width , camber super elevation and level as shown on the drawings or as directed by the Engineer-in-charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified dimension or as directed by the Engineer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. All the surplus excavated earth to be dumped at dumping site(dumping sites will be arranged by the contractor on his own cost).Any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be dully compensated by him at his on cost in all cases. including carriage of materials in all leads and lifts as per the directions 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 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i) 1:4:8 (one Cement : four coarse sand) : eight graded stone aggregate 20 mm(twenty milimetre) nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)1:3:6 (1 cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size)

(ii)1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)

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 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)1:1.5:3 (one cement : one point five coarse sand): three graded stone aggregate 20 mm (twenty milimetre) nominal size)

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 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)1:1.5:3 (One cement : One point five coarse sand) : three graded stone aggregate 20 mm (twenty milimetre) nominal size)

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 : One point five coarse sand) : three graded stone aggregate 20 mm(twenty milimetre) nominal size) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Steel reinforcement for R.C.C. work including straightening cutting, bending, placing in position and bindig all complete above plinth leve including carriage of all labour equipments and materials to various location through all modes of transportation within all leads, lifts and other incidential charges. (i) Thermo-Mechanically Treated bars of grade i.Fe-500D or more

Centering and shuttering including strutting, propping etc. and removal of form for including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i) Foundations, footings, bases of columns, etc. for mass concrete

(ii)Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

(iii) Suspended floors,roofs, landings, balconies and access platform.

(iv)Columns, Pillars, Piers, Abutments, Posts and Struts

(v)Lintels, beams, plinth beams, girders, bressumers and cantilevers

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne (Eight to Twelve tonne) capacity after excavating earth to an average of 22.5 cm (twenty two point five centimetre) 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 earthwith lead upto 50 metres(fifty metres) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Supplying & 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 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 carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i) (i) 63 mm to 45 mm (sixty three milimetre to forty five milimetre) size stone aggregate.

Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. On W.B.M / W.M.M. @ 0.4kg/sqm

Providing and laying bituminous concrete 30 mm (thirty milimetre ) thick with 100-120 (one hunderd -one hundred twenty ) TPH batch type hot mix plant producing an average output of 75 ( seventy five ) tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 ( five point four to five point six) 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 (five hundred nine ) complete in all respects including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm(One hundred milimetre) 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 clauses 614, 709, 1204.3.7 including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and laying Duro stone vetrified tiles (300x300mmx10mm)(three hundred into three hundred milimetre into ten milimetre) in grey/coloured or of approved shade in flooring, treads of steps and landing laid on a bed of 12mm(twelve milimetre) thick cement mortar 1:3 (One cement : three 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 including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing in position Stainless steel hollow section confirming ISI standerds made SS grade 304 stainless steel lasercut/water jet cut (no sharing) polished with automatic round /flat polishing machine, all parts shall be connected to each other with the help of perscribed size and made solid connectors as per instructions of Engineer in Charge with all labour, T & P, loading, unloading, landing, lifting including all taxes etc. complete job. The item including welded by TIG/JIS/Arch. welding or with standered electrodes, Nut bolting as per the requirements of structure in built up sections, trusses, framed work, posts, railings etc. complete in all respect including cutting hoisting fixing in position and applying fair end finish to the work and joinery. The fabrication of structure and welding on joinery portions should confirm the specification of Indian standered code including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing in position SS nut and bolts to guessut and bearing plates of 16mm(Sixteen milimetre) dia and 450mm (four hundred fifty milimetre)long including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge (i) Anchorage Bolts.

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.60 mm(Zero point six zero milimetre) (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277(two hundred seventy seven), in 240 (two hundred forty)mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 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 milimetre) 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 carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i) Ridges plain (500 -600mm) (five hudnred -six hundred milimetre)

(ii) Flashings/Aprons (Upto 600mm) (six hundred milimetre)

(iii) Gutter (600 mm(six hundred milimetre) over all girth 0.63mm(zero point six three milimetre) thick sheet.

Providing and fixing M.S. BP Sheet 1.66mm to 2mm(One point six six milimetre) to two milimetre) 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 as per the instruction of Engineer-in-Charge (Base members of steel work shall be measured & paid for separately) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing ACP sheet 3mm thick of approved make and shade with cut outs as per architectural drawing and technical specifications in facials, eave boards, celling , including cutting fixing to members with necessary SS nut bolts and required screws, spacers, cleats etc. complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing high pressure laminated ( HPL) compose of a resin impregnated , malamine overlay, bonded at high pressure and tempratur (Medium density ) on frame work of G.I sections in ceeling amd dado including all fitting and fixturess,of required wooden shade and colur as per requied at site asnd as the approved design and as per the didrections of Engineer In charge.(6mm(six milimetre) thick)

Providing and fixing 18 mm (eighteen milimetre)thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for in floors, steps of stairs including treads, risers dully making nosing complete in all respect, kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm (twenty milimetre)thick base cement mortar 1:4 (one cement : four coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i) Granite of any colour and shade.

Poviding and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type B,including jointing with seal ring conforming to IS : 5382,leaving 10 mm gap for thermal expa-nsion, (i) Single socketed pipes.including all lead and lift as per direction of the Engineer-in-Charge. (i)110 mm(One hundred ten milimetre) diameter

Poviding and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type B,including jointing with seal ring conforming to IS : 5382,leaving 10 mm gap for thermal expa-nsion, (i) Single socketed pipes.including all lead and lift as per direction of the Engineer-in-Charge.(i) Bend 87.5 degree or required degree .(a)110 mm (One hundred ten milimetre) bend.

Providing and fixing 12 mm (twelve milimete)thick toughened glass panes with necessary fittings ,SS beading, clips, sealent and pvc gasket complete in all respect including all leads and lifts and as per the directions of the Engineer in Charge.

Providing and fixing cast Iron spikes of required shape, size of 300(three hundred ) long and design including weldinfg fixing in position complete in all respect ( 30Cm (thirty centimetre) Long)including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing eaves board 200mm x25mm. (Two hundred milimetre into twenty five milimetre) thick including fixing in position including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 2nd class deodar wood.

Providing eaves board 100mm x 25mm. (One hundred milimetre into twenty five milimetre)Thick including fixing in position including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 2nd class deodar wood.

Painting two coats on wood based surface with enamel paint to give an even shade including the surface dust dirt and other foreign matter including sand papering etc. complete (On Facia and weather board) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing SS chair /sitting arrangement of approved design and size for rain helter of 10 Nos seats with all necessary fitting and fixtures 10 No. SS sitting Chairs Arrangement electrical installati .including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

DASU RAM