Balance Work of Ayurvedic Dispensary at Gujandli in Tehsil Tikkar Distt. Shimla

Amount

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. in ordinaryrocks up to 3 mtr depth within all leads an d lifts as per directions of Engineer in charge

Providing and laying mechanical mixed and vibrated cement concrete for plain/ reinforced concrete in open foundation for all type of structure complete of plain cement concrete nominal mix 1:4:8 (One cement: four sand : eight graded crushed stone aggregate)25 mm specification clauses 802,803,1202 and 1203 as per direction of Engineer-in-Charge including carriage of material through all modes of transportion with in all leads and lifts and other incidentials.

Second class brick brick using common burnt clay building brick foundation plith level in cement mortor 1:4(1cement :4sasnd)within all leds and lifts as per directions of Engineer in charge

second class half brick work using common burnt clay buildinbg brick in super structure above plinth level upto floor two level upto all floor in cement 1:4(1cement :4 sand)within all leads and lifts as per directions of Engineer in charge

Providing form work with steel plates 3.15mm thick welded angle iron 30x30x5mm so as to give fiar finish including centering shuttering preparing etc with wooden batten and ballies height of propping and centering below supporting floor to celing not exceeding 4 mtrs and removasl of the sasme for instiru reinforced concrete and plain concrete work :-

vertical surface such as wall any thickness partition of the like including attached pilllasters butters plinth and string courses and the like

flat surface such as soffts of suspended floor roofs landings and the floor et upto 200mm in thickness

Providing and laying cement concrete work 1:1:5:3 (1cement 1:5 sand :3 graded stone aggregaste 20mm nominal size and curing complete excluding cost of from work and shelves and their suport balconies,beam girders bressumers and cantilvers upto floor two level with all leads and lifts as per directions of Engineer in charge

vertical surface such as wall any thickness partition of the like including attached pilllasters butters plinth and string courses and the like

Providing mild steel /tor steel reinforcement for RCC work including bending binding and position complete upto floor two level tor steel within all leads and lifts as per directions of Engineer in charge

20mm cement plaster in two coats backing cost 10mm and finishing coat 10m thick on fair side of brick/stone/masonry wall for interior plastering ujpto floor two level including arrises interal rounded angles chamfers angle rounded angle in cement mortar 1:4 (1cement :4 sasnd)within all leads and lifts as per direction of Engineer in charge

cement concrete flooring 1:2:4 (1cement :2 sand :4 graded stone agvgregate 20mm nominal)laid one layer finished with a floating out of neat cement 50mm thick within all leads and lifts as per diretions of Engineer in charge

supply and stacking broken/crushed stone chhiping of hard stone of 40m nominal size within all leads and lifts

supply and stacking sand for sand encasing within all leads and lifts as per directions of Engineer n charge

Providing and laying cement concrete 1:2:4 (1cement :2 sand :4 graded stone aggregagte 40mm nominal size bedding for stone ware pipes of floowing internal diamter necessary fvorm work and curing complete 100mm Dia within all leads and lifts as per directions of Engineer in charge

Making connection of galvanised steel distribution branch with GMS main 20mm to 40mm nominal bore by providng and fixing tee /including cutting and threading ingternal diamters necessary form work and cutting complete 100mm dia withn all leads and lifts as per directions of Engneer in charge

Providing water metre stop cock in GMS tube including necessary fitting such as mild steel glalvanised jamn not sockets etc complete cutting making long screws (water metre and stop cock to measured wthin all leads and lifts as per directions of Engineer in charge

Providng and fixing 15mm dia nomninal bore G.I pipe complete with G.I fittings and clamps including cutting and making good the wall (I)15mm nominal bore

Providing and placking in terrace at all floor level polythene water storage tank IS 12701 marked with cover and suitable locking arrangement sand making necessary holes for inlet outlet and overflow pipes hot without fitting and the base supoorts for Drinikg tank within all leads and lifts as per directions Engineer in charge

Fixing water megtre and stop cock in galvanised mild steel tube including necessary fitting such as mild steel galvanised jan nut socket 15mm nominal bore within all leads asnd lifts as per directions of Engineer in charge

Providing asnd fixing PVC ISI marked floor trap of self cleaning design including fixing with approved adhesive cost of cutting and making good the wall and floors including carrige of materils within all leads and lifts 100 mm nominal diametre

Providing and fixing high pressure PVC spigot and socked waste land ventilating p;ipe ISI marked including fixing with approved adhesive etc complete including carrige of matrials (i)110mm nominal size (to septic tank)

Providing and fixing coat iron cowl including carrige of materials within all leads asnd lifts as per directions of Engineer in charge

Providing and fixing white vitrious china pedestal type water closet(Eurpean type WC pan with coat and seal lid 10ltr low level white PVC flushing cistern including flush pipe manually control dievice (handle level)confirmed to Is 7231 with all fittingtrusses complete including cutting making good the wall and floor wherver required WC pan IS marked whit soild plastic seat and lid within all leads and lifts as per directions of Engineer in charge

Providing and fixing china wash basin with single hole for piller tap with C.I or M.S brackets painted white including cutting holes and making good the same bar excluding fitting flat Back categary to 10001 within all leads and lifts as per direcitons of Engineer in charge

Providing and fixing PVC 110 mm size P or S trap for water closed squatting pan within all leads and lifts as per directions of Engineer in charge

Proviiding and fixing CP brass pillars tap with capstan head including carrige of materials within all leads nd lifts 15mm dia within all leads and lifts as per directions of Engineer in charge

constructing tank masonry chamber for under ground C.I inspection chamber and bend with brick chamber 1:4(1cement :4sand)C.I cover within frame (light duty 455x610 internial dimension total weight cover with frame to be less than 38kg height 23kg wight of frame 15kg RCC top slab 1:1:5:3 (1cement :1:5 sand :3 graded stone aggregatge20mm nominal size foundation concrrete 1:5;10(1cement :5 sand :10 graded stone aggregate 40mm nominal size indise plastering 12mm thick wall cement plaster 1:3(1cement :3sand)finished smooth with float coat of neat cement on wall bed concrete etcin side 450x610 mm and 45cm deep fo single pipe line within all leads and lifts as per directions of Engineer in charge

Providing and factory nade chamber edge cement concrete block in footpath parks lans drive way or light traffic parking etc of required strength thickness sizr/shape mde by made by lable vibratory method using pU mouild land required colour and patt ern over 50mm thick compacted by using paver concfrete sand bedding layer through vibratory connection by using plate vivbtor filling the joints with sand and cutting of paver blocks as per required size pattern finishng and and sweeing within all leads and lfts as per directions of Engineer in charge 60mm thick cement concrete paver block of M-35 grade with approved desigh and pattern wthin all leads and lifts as per directions of Engineer in charge

Excvavation in soil hilly area by manul means including cutting and triming of side sloope and disposing of Excavated earth with a lead and lfits as per drawing and technical specification 1603.1 in including all leads and lifts as per directins of Engineer in charge

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side

Providing cement for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203 Grade 1:3:6 within all leads and lifts as per directions of En gineer in charge

Pankaj