supply of 4 cm gauge o.b.b , cement , fine sand , course snad , 19 mm gauge dalla grit , m-150 sub class a bricks , snocem , paint , dry distemper , white cement , primer , whiteing , m.s. bar in r.c.c work , mild steel or iron work in heavy sizes such as trusses, built up gates, record racks, roof work, gates etc wrought. as per s.i.no. 503 , supply and fixing of flush doors commercial quality confirming chapter 01 si no 16 , 35 mm thick shutters d , 30 mm thick double leaf shutters w.v , approximate cost of oxidised iron fitting isi marked only. materials chapter 01 ( si.no. 16 ) , ( a ) . i.s.i marked oxidised alluminium tower bolt- , 10 mm dia 300 mm long ( d ) , 10 mm dia 200 mm long ( w ) , ( b ) . i.s.i marked oxidised alluminium tower bolt- , 16 mm dia 300 mm long ( d ) , 16 mm dia 250 mm long ( d ) , ( c ) . i.s.i marked oxidised alluminium door handle , 10 mm dia 150 mm long ( d ) , 10 mm dia 100 mm long ( w ) , oxidised alluminium door stoppers ( dw ) , ( d ) misc. fottings , i.s.i marked iron hinges 100 mm long ( d ) , i.s.i marked iron hinges 75 mm long ( w ) , iron screws 25 mm , iron screws 30 mm , providing and fixing of box type fan hooks , providing and fixing glass strip of 3 mm thickeness in joints of floors and skirting at the time of laying floors flush with floor level including labour, t&p etc. required proper completion of work as per s.i. no. 631 , earth work by cartage from 2.00 km diatance ramming dressing and levelling for completion work as per s.i. no-253 , supply and fixing 6 mm china white glazed tiles in flooring or in skiring or dado laid with 1:3 cement andapproved coarse sand morter finished with white cement slurry, jointing and polishing complete, including supply of all materials, labour andt&p etc. required of proper comletion o work as per s.i.no-628 , providing and ingecting chenical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pitswall trenches basement excavation top surface if plinth filling junction of wall and floor along the external perimerof binding expansion joints, sourrounding of pipes and conduit etc. complete ( plino area of the building at ground floor only shall be measuredas per i.s. 6313 ( part ii 1981 ) aldnne emulsifiable concentrate or any other approved meaterials such as hepthachlor or chlordance will be used. the rate of applications of chemical emulsion shall be as follows chapter 8 ( s.no-1 ) ( 1 ) . treatment for masonary &foundation 5 liters per sqm. ( 2 ) . back fill in immediate contract with foundation 7.50 liters per sqm. ( 3 ) . teatment of top surface of plinth filling 5 litersper sqm. ( 4 ) . treatment of soil along external perimeters of building7.50 liters per sqm. ( 5 ) . treatment of soil under apron along extrnal perimeters 5 liters per sqm. , supply of pvc pipe 110 mm dia , main gate costruction , water supply , white galzed earthen ware w.c. pan 580 mm ( orisa pan ) , urinal seat for standard size 465 x 355 x 265 mm , angular type front lippe / male , squatting type female , m.s. bracket for wash hand basin , wash hand hasin 550 x 400 mm size of white glazed earthen ware ( 22 x 16 ) , provision of syntex 500 letter capicity , provision of g.i. pipe 15mm dia , provision of g.i. pipe 25 mm dia , provision of 25 mm dia fullway gate valve , provision of 15 mm dia tee , provision of 15dia g.i. jamnut , provision of 15 mm dia g.i. socket , provision of 15 mm dia g.i. elbow , provision of 25 mm dia tee , provision of 25 dia g.i. jamnut , provision of 25 mm dia g.i. socket , provision of 25 mm dia g.i.elbow , provision of 25 mm dia union , provision of 15 mm dia union , provision of 20 g.i. nipple 100 mm long , provision of 20 g.i. nipple 75 mm long , provision of 25 mm brass ferrule , fixing brass bib cock / stop cock of 400 gm weight including threading the pipe if required, all labour t&p etc for proper completion of the work. , soakpit , 4 cm o.b.b. , cement , fine sand , course sand , 19 mm gauge dalla grit , m-150 sub class a bricks , mild steel iron in plain work such as in reinforced concrete or rein force brick work wrought to required shape as necessary cutting. as s.i. no-504 9.61 , 100 mm dia p.v.c. pipe laying and jointing with 1.3 cement morter complete outer end from chaimber to soak-pit , p.v.c bend 100 mm dia , boundarywall , 4 cm gauge o.b.b. , cement , fine sand , course sand , 19 mm gauge dalla grit , m-150 sub class a bricks , snocem , paint , white cement , primer , ms bar in rcc work , mild steel or iron in heavy sizes such as trusses built up gates, record roof work gates etc. wrought to required form, including drilling holes rivetting or welding where necessary & their fixin required for proper completion of the work as per s.i. no-503 , rubber moulded reflective zig-zag 80 mm thick tiles of precost compressed c.c passing minimum 30 megapascle compressive strength i.s.i marked. ( red base ) , rubber moulded reflective zig-zag 80 mm thick tiles of precost compressed c.c passing minimum 30 megapascle compressive strength i.s.i marked. ( red base ) , provision of 20 g.i. nipple 75 mm long