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| 1 | 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) |
| 2 | 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) |
| 3 | 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) |
| 4 | 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 |
| 5 | 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) |
| 6 | 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) |
| 7 | 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) |
| 8 | 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) |
| 9 | 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) |
| 10 | 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) |
| 11 | 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) |
| 12 | 12 mm thick plaster with cement & fine sand 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-584 |
| 13 | 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 |
| 14 | 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 |
| 15 | 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 |
| 16 | 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 |
| 17 | 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 |
| 18 | wall lining butch work upto 10m height with Dholpur stone 40mm thick rough facing on the exposed surface with stone strips of minimum length necessary chases of size 75x75mm strips i/c 12mm yhick brd of cement mortar 1:3….....as per direction of engineer in charge D.S.R no 8.17 |
| 19 | Marble stone Flooring with 18 mm thick marble stone.as per sample of marble approved by engineer in charge.(Makrana White).D.S.R no 11.23.1 |
| 20 | S/F Sign Board Please Enable Macros to View BoQ information |
