Construction of smart Bus stop on MRR via Chotta Shimla (SH Circular road ) Under Smart city at RD 151/095 at Tolland towards valley side (SH C/O Smart bus stop lane and development works)

Amount

Earth work in excavation for structure in all depths as per drawing and technical specification for rural roads August 2004 clause 305.1 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 concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 and 1203 including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. (a) Cement Mortar 1:4:8(one cement:four sand:eight graded stone aggregate 40mm(forty milimetre) nominal size) .

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203 including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. I. P.C.C. grade M 10 (i) Nominal mix 1:3:6 (One cement :three sand: six graded stone aggregate)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. (i)R.C.C. grade M 25 1:1½:3(One cement:one & half sand:three graded stone aggregate 20mm (twenty milimetre)nominal size).

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clause 1002, 1005, 1010 & 1202 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.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. (i)Granular material.

Providing and laying Duro stone vetrified tiles (300x300mmx10mm) 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.

Steel work welded in built up sections, trusses and framed work including cutting hoisting fixing in position and applying a priming coat of red lead paint including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge . (a) 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.

Providing and fixing 0.60mm(zero point six zero milimetre) thick prepainted steel sheet 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 rimer coating to back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm(six milimetre) dia metre with prepainted limpet and rubber washers omplete with all accesories as required as per the direction of Engineer-in-charge

Providing and fixing ridges or hips 60cm(sixty centimetre) overall with 0.60mm(zero point six zero milimetre)thick pre-painted steel sheets 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 including fixing with pre-painted iron J or L hooks, bolts & nuts 6mm(six milimetre) dia & pre-painted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer-in-Charges.

Providing and fixing valley 60 cm (Sixty centimetre) over all 0.60mm(zero point six zero milimetre) thick pre-painted steel sheet in roofing with hot dipped metallic 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 including fixing with pre-painted iron J or L hooks, bolts and nuts 6mm (six milimetre) dia with pre-painted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer-in-Charge.

Providing and fixing 15 cm. (fifteen centimetre) wide 45 cm.(forty five centimetre) overall semicircular plain G.I. sheetgutter with iron brackets 40x3mm(forty into three milimetre) size bolts and nuts and washers etc. including making necessary conections with rain water pipe complete as per design including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. ( i)0.63mm (zero point six three milimetre) thick sheet.

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

Providing and fixing ACP sheet 12mm(twelve milimetre) thick of approved make and shade with cutouts as per architectural drawing and technical specifications in facials, eave boards, ceiling, including cutting fixing to members with necessary S S nut bolts and required screws, spacers, cleats etc. complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge .

Providing and fixing high pressure laminated (HPL) compose of a resin impregnated, malamine overlay, bounded at high pressure and temprature (Medium density) on frame work of G.I. sections in ceiling and dada including all fitting and fixturess of required wooden shade and colour as per required at site and as the approved design including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge .(a) 6mm(six milimetre) thick sheet.

Providing and laying granite stone in flooring 20mm(twenty milimetre)(average) thickness base of cement mortar 1:3(one cement: three sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of granite stone i/c rubbing and polishing complete. 20mm(twenty milimetre) thick including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing on wall face PVC (D-Plast) rain water pipes of working pressure not less than 4.5 kg/sqm including filling the joints with approved adhesive complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge . (i) 100mm(one hundred milimetre) dia pipes

Providing and fixing on wall faces PVC (D-Plast) accessories for rain water pipes including filling the joints with approved adhesive complete PVC Plain bend 150mm (One hundred fifty milimetre)dia including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge .

Providing and fixing 12mm(twelve milimetre) thick toughened glass panes with necessary fitting SS beading clips sealent and pvc/ neoprens gasket complete including carriage of materials in all leads and lifts 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 welding fixing in position complete(30 cm (thirty centimetre long) including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge .

Providing eaves board 200mmx25mm (two hundred milimetre into twenty five milimetre) thick including fixing in position including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge . (a) 2nd Class Deodar Wood.

Providing weather board 100mmx25mm(one hundred milimetre into twenty five milimetre) thick including fixing in position including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge . (a) 2nd class deodar wood

Painting two coats (excluding priming coat)on new wood and wood based surfaces,with readymixed paint,brushing to give an even shade including cleaning of all dirt,dust and other foreign matter sand papering and stopping including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge . (a)Readymixed paint other then white.

Providing and fixing S S chair of sitting arrangement of approved design and size for rains helter of 10 Nos (ten Numbers)seats with all necessary fitting and fixtures including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge . (a) SS sitting Chair Arrangement heavy duty.

Providing and fixing complete arrangement of solar pannel system ISI standerds of specified size of 1.5 x 1.5 mtr.(one point five into one point five metre) in size pannel with storage battery having backup of 24 Hrs. for 2 No. Led lights of rain shelter and 2 No. Mobile charging and 24 Hrs. backup to Display board with all fitting and electrcial fixtures, led light wiring conducting switches, sockets complete in all respect all fitting, fixtures and solar pannel, backup system including batery etc. of ISI make and fulfills all standers) including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge .

Providing and fixing LCD informetery display pannel ISI make with and which supports computer programming of required size and specifications (size 1.00 x 0.30(One point zero into zero point three zero) including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge .