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| 1 | (i) Cleaning jungle including up rooting of rank, vegetations grass, push, wood trees and amplings of grith upto 30 cms. measured at a height of 1 M. above ground level and removal of rubbish up to a distance of 50M. out side the periphery of area cleared. |
| 2 | (a)Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move ) |
| 3 | Earth work in filling including 12 KM lead |
| 4 | (a) Sand filling in plinth and under floor including supply ofnecessary quantity of sand from a distance not exceeding 8 Kms. fromthe site of work and including watering, dressing etc. labour and T&P etc. required forproper complition of the work.saplings of girth upto 30 cms. measured at a height of 1 M. above ground leveland removal of rubbish upto a distance of 50 M. out side the periphery of areacleared. including cost of sand. |
| 5 | Concrete with 4 cm. gauge Brick Ballast fine sand of 1.25 F.M. and cement in proportion are 12:6:1 in foundation and under floors, including supply of all materials, labour. T & P etc. Required for proper completion the work. |
| 6 | M-150 brick work in 1:6 one cement and 6 course sand . mortar in foundation and plinth including supply of all materials labour, T & P etc required for proper complition of the work |
| 7 | M-150 brick work in 1:6 one cement and 6 course sand . mortar in foundation and plinth including supply of all materials labour, T & P etc required for proper complition of the work |
| 8 | 12 mm thick plaster 1:4 with Cement and four course sand including supply all material and labour, T & etc. |
| 9 | Cement Concrete with 2.0 cm. gaug;e Approved stone grid coarse sand & cement in the proportion of 4:2:1 including , T&P etc. |
| 10 | 4cm (1\") lhick 1:2:4 plain cemeht concrcte floor with cement apprcved coarse sand and 2 cm. (1\") graded approved stone g t laid in panes linlshed with 3 mm. (1/8\") floating coat of neat cement oi cemeni and marble dusl in rato 5:1 as specified over and including B cm (3\") thick base concrete consisting of cemenl, frne sand of 1.25 lineness modulus and brick ballast 4 cm. (1%\")gauge in the plopodion of 1:4:8 and removing any ovedapping modar al the joints of the penals if any and giving lhem F unifo.m iinish, including.supply of all materials, labour, Tools & plants elc. required for proper completion of the work |
| 11 | Providing and fixing glass strips of 4mm (1/8\") thickness in joints of floor and skirting at the time of laying, including supply of all materials, labour, Tools & plants etc. required for proper competion of the work. Of 3.50 cm depth. |
| 12 | Finishing wall with water proof paint of approved make |
| 13 | paniting roofs or other iron work in large areas with one coat priming and one coat of approved (above one Sq Metre) paint (British antesol or equivalent) including supply of all materials labour Tools & plants etc required for proper completion of the work paint to be used ISI Marked. |
| 14 | teel work welded in built section/framed work i/ccutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel steel etc as required in gratings, frames, guard bar ladder, railings, bracket,gates, and similar work |
| 15 | R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5;3 inlintels of door & windows excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work includingcost of binding wire. The rate excludes making of drip course which shall be paid extra. |
| 16 | RCC 1:1.5:3 in cement coarse sand and grit 2 cm. gauge. |
| 17 | Mild steel or iron such as in plane reinforcement concrete. |
| 18 | Supply and laying 53mm to 22.4mm size stone aggregate. |
| 19 | Laying spreading and consolidation of 10 cm (loose) thick coat of stone ballast but excluding roller charge |
| 20 | Supplying & fixing 80 mm thick Precast colour cement concreteI shapeinter locking paver block ISI mark confirming to IS 15658-2006 with top layer of minimum 5mm thickness having plan dimention 200x( 160+120mm) of op cement , smooth high gloss finish, skid resistant,manufactured from rubur moulds through vibro -compression mechanism. The compressive strength of concrete pavar block shall not be less than40MPa and weight 4.5 kg per no.including cost of meterial, with blanket layer of 4.00cm thick fine sandincluding labour T& P etc required for proper completion of the work as directed by Engineer-in-charge. colour tile |
| 21 | P/F water closed sqm. Fitting Orissa pattern W.C. pan of size 580x440 mm Hindware or Equivalent with integral type foot rests and 1 piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white 5 litre P.V.C. automatic flushing cistern, with fitting, standard size G.I. flush pipe for back and front flush withk standard spreader pipes with fittings, G.I. clamps and C.P. brass coupling complete including painting of fittings and cutting and making good the walls and floors etc. wherever required. As SI No. 21.12 |
| 22 | 15 mm dia nominal outer dia pipes |
| 23 | P/F 15 mm nominal CP brass bib cock of approved quality conferming to IS 8931 |
| 24 | S/F 15 mm C.P.Brass angle valvewith comp. |
| 25 | S/fixing galvanised coougated iron roofing 24 BWG in position |
| 26 | Supply and fixing of 10 cm (4\") inernal dia P.V.C. down pipes Everest or Charminar make complete with bends with door at top and plain at bottom and grantings and including supply of necessary M.S. clamp 2.5 cm x 3 mm (1\"x1/8\") fixed to walls with and including supply of 15 cm (6\") long 6 mm (1/4\") dia nail all materials, labour and T&P etc. required for proper complection of the work and also including repair of plaster pointing etc. if damaged during fixing of the pipes. (S.I. 730 a) |
| 27 | Wiring point for light with 1.5 sqm. m PVC insulated single core cable including PVC conduit pipe (S.I. No. 131C) |
| 28 | 2.5A plug point |
| 29 | Fan point |
| 30 | S/Fixing of hexagonal box for fan |
| 31 | S/F of 6 Amp MCB |
| 32 | S/F of MCB lsolator 63 Amp |
| 33 | S/wiring submain 2x2.5 sq.mm wire |
