nagar palika parishad mawana ke anapurna bhavan nirman hetu

E/W in excavation foundation in ordinary soil loam,clay or sand including lift upto 1.5 m. & lead upto 30m including filling watering & ramming of excavated earth into the trenches or in to th plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. ( S.I No-251)

Providing & injecting chemical for preconstrucional treatment and creating and chemical barrier under and around the columns pits, wall trench basement excavation top surface if plinth filling junction of wall and floor along the external per metre of binding expansion joints surroundings of pipes and conduit etc. complete (plinth area of the building at ground floor only shalll be measured as per I.S. 6313 (part 21981). Aldine emulisificable concentrate of any other approved material such as Heptachlor or chlordance will be used. The rate of applicstion of chemical emulsion shall be as follows. 1).Treatment for massonary and foundation 5 lit per sqm.. 2.) Back fill in immidiete contact with foundation 7.5 lit per sqm.3)Treatment for surface of plinth filling 5 mtr per sqm 4) Treatment of soil along exetranal permeter of building 7.5 lit per sqm 5) treatment of soil under rxetranal permeter 5 lit per sqm No. Chapter No. 19. new item No. 2)

Concrete with 40mm gauge stone ballast coarse sand of 2.20 fineness modulous & Cement in proporation of 8:4:1 in foundation and under floor, includingsupply of all material labour and T&P etc. required for proper completition of the work.(S.I. No. 281)

Base concrete in 1:4:8 in cement fine sand and 40 mm B/ Ballast in foundation i/c all As per S I No. 275

M-150 class Brick work in 1:4 Cement & and course sand of 2.20 F.M. mortor in foundation & plinth including supply of all materials, labour and T&P etc. Required for proper completion of the work. (S.I No.303)

RCC Work With cement, approved coarse sand & 2cm gauge approved stone grit in proportions of 1:2:4 in Plinth Beam excluding supply of reinforcemnt and its bending but inculding its fixing and bending the same with 24 B.W.G.G.I, binding wire and including necessary centering and its shuttering etc. and supply of all material labour and T&P etc. required for proper completition of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra.(S.I. No. 283)

RCC Work With cement, approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in Slab,Sunshade excluding supply of reinforcemnt and its benidn, but inculding its fixing and bending the same with 24 B.W.G.G.I, binding wire and including necessary centering and its shuttering etc. and supply of all material labour and T&P etc. required for proper completition of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra.(S.I. No. 284)

RCC Work With cement, approved coarse sand & 4cm gauge approved stone grit in proportions of 1:2:4 in Column excluding supply of reinforcemnt and its bending, but inculding its fixing and bending the same with 24 B.W.G.G.I, binding wire and including necessary centering and its shuttering etc. and supply of all material labour and T&P etc. required for proper completition of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra.(S.I. No. 287)

RCC Work With cement, approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in Column excluding supply of reinforcemnt and its bending, but inculding its fixing and bending the same with 24 B.W.G.G.I, binding wire and including necessary centering and its shuttering etc. and supply of all material labour and T&P etc. required for proper completition of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra.(S.I. No. 289)

M-150 class Brick work in 1:4 Cement &Fine sand of 1.25 F.M. mortor in Super structure including necessary cutting & moulding of brick as req. thickness of wall not be less then 1.0 brick thick add extra labour supply of all materials, labour and T&P etc. Required for proper completion of the work. (S.I No.309+310)

M.S or iron in plain work such as R.C.C or reinforced brick work (When not included in an over all rates wrought to required shape as necessary including bending for proper completion of the work and inckludind supply of all steel and wastage and over lapping &hooks. ( SI No. 504)

M S Iron work such as Chuokhat frame With Sheet as per S.I.No 502A

Supply & fixing of 32 mm fully panelled doors Commercial flush shutters excluding cost of fitting and part glazed door and widnow shutter including supply & fixing of wooden cleats and stops and including fixing & adjustment of hinges, bolts, locks, handles, spring and or other fittings but excluding their supply As per S.I. No. 471a

Approximate cost of ISI marked oxidized iron fitting with screws for door As per S.I.No. 473

M.S. or iron work of steel Z section window excluding glass panes and section such as holding down bolts hold fast tie rods grating etc wrought to required from including supply of steel bolts nuts wastage etc and their fixing required for proper completion of work.S.I No.502 b)

Painting roofs or other iron work in large area with 1 coat primming & 2 coat of approved paint (British antisol or equivalent ) including supply of all materials labour tools & plant etc. required for proper completion of work paint to be used should confirmed the si no 103 -109 as per direction of Engineer as per si no-644-645

12 mm thick plaster with cement &course and of 1.25 fineness mouslus in 1:4, over brick work min. thickness not be less then 1cm in cluiding supply of all materials labour tools & plant etc. required for proper completion of work as per direction of Engineer as per si no-584a

12 mm thick plaster with cement &course and of 1.25 fineness mouslus in 1:4, over brick work min. thickness not be less then 1cm in cluiding supply of all materials labour tools & plant etc. required for proper completion of work as per direction of Engineer as per si no-584a

12 mm thick plaster with cement &course and of 1.25 fineness mouslus in 1:4, over brick work min. thickness not be less then 1cm in cluiding supply of all materials labour tools & plant etc. required for proper completion of work as per direction of Engineer as per si no-584a

Providing wall putty on new surface with approved quality material of berger/J.K./Birla or similer make 2 coats as per new item page no-37

distempering with oil bound distemper of approved and required shade on undercorted wall surface to give an even shade over and including a priming coat with cement primer of approved brand as shalimar ,Asian paint after through brushing the surface free from mortar dropping and other forigoen matters and also including the surface even with POP including of all material labour, Tool & plant etc. required for proper completion of work. As per S.I .no 649+650

Finishing wall with weather coat paint of approved quality on new work of two coat to give an even shade including supply of all material labour tool,plant etc required for proper completion of work as per SINo 660 new Item

E/W embankment cutting or inembankment inordinary soil,excavation to be in the form regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20cm Layers including remming and dressing the surface to required level and slope and also including 1.5M lift and 10 km lead . The earth from cutting to be use in making embamkment or to be deposite as spoil banks with in 03 km distance as directed by the Engineer incharge.Including Royallity as S.I. No. 253(a)+231+261

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km from the site of work & in cluding watering dressing etc labour & T&P etc.req. for the completion of the work sapling of girth upto 30 cm measured at a height of 1.0m above ground lvl.& removal of rubbish upto a distance of 50.0m out side the perifery of area cleared. as per si no 255a

S/f 6to8mm thick ivory or light shaded vitrefied tiels 600x600mm size in flooring i/c all as per s.i.no. new item 4 page no-34

Making drip courase in sun shade or facia with 1:3 cement and fine sand mortar as per direction of Engineer in charge including supply of all materials labour tools & plants etc required for proper completion of the work SI no 600

Supply & fixing of 10 cm PVC down pipe (kisan/suprime make) complete with bend with door at top and plain at bottum and including supply of necessary M.S clamp including supply of 10 cm long 6 mm dia nail All mterial labour and T&P etc required for proper completion of work and also including repair of plaster pointingetc if damaged during fixingof the pipes AS per SI No 730(a)

Wiring point for light with 1.5 sqm. mm. P.V.C. insulated multi stand Copper conductor cable in P.V.C. conduit pipe with 1.5 sqm. P.V.C. insulators wire as earth wire drawn in side as per (S.I. No. 131-C )

Wiring Point for fan same as item no. 1 Complete item (S.I. 133-C)

Same as above item No. 1 but for plug point 5 AMP complete item (S.I. No. 134-B)

Supply and fixing of battan / angle holder complete in all respect as per (S.I. No. 405)

Supply and fixing sign Board

Total

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