Block Harriya ke Gram Panchyat Mahuwapar Rajaswa Gram Vishunpur mein yatri vishram sthal

Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches. As per S.I. No. 251

Concrete with 4cm. Gauge approved brick ballast, coarse sand and cement in proportion of 10:5:1 including supply of all materials labour and tools and plants etc. required for proper completion for the work.SOR 274

R.C.C. work with cement approved coarse sand and 2cm gauge approved stone grit in the proportion of 1:1.5:3 in RCC raft foundation and footing with 4 cm. (1½') gauge approved stone ballast, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work. SOR 287A

R.C.C. work with cement approved coarse sand and 2cm gauge approved stone grit in the proportion of 1:1.5:3 in RCC T-beam and slab roofs and RCC columns, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work. T-Beam, Slab & column SOR-288A

Class 150 Sub class 'A' brick work in 1:4 cement and coarse sand mortar in S/Structure , including supply of all materials labour and T & P etc. required for the proper completion of the work. SOR 305

Earth work in embankment in ordinary soil excavation to be the from of regular pits not exceeding ½meter (20'' ) in depth and earth work in embankment to be in 20cm (80'' ) layers,including ramming and dressing the surface to required levels and slopes and including 1.5m (5'' ) lift and 30m (100'' ) lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks within 30m (100'' ) distance as directed by the E/I. With Cartage 5 Km As per SI No. 253

Mild steel or reinfored for RCC work for proper completion of the work and including supply of steel its wastage. SOR-504

12 mm.thick plaster with cement mortar consissing of 1 part cement and 4 part of fine sand of 1.25 FM over brick work minimum thickness not be less than 10mm. Including supply of all materials, labours and T&P etc. required for proper completion of work. SOR 584

Fabrication and supply & fixing of mild steel heavy size such as truss builtup gate as per SI 503

Painting new iron or wood work with one coat of reaadymix paint + two extra coat SOR-641+642

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing of edges to give high gloss finish etc. completeat all levels

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.80 mm thick with zinc coating not less than 275 gm/m²

Providing and erecting overhead signs with corrosion resistant 2mm thick alluminium alloy sheet reflectorised with high intensity retro reflective sheeting of encapsulated lense type with vertical and leteral clearance given in clause 802.2 and 802.3 and intalled as per clause 802. over a disined support system of alluminium alloy or galvanised steel tresles and trussesof section and type as structural desin requirement and approved plans

Finishing of wall with primium acrylic smooth exterior paint on new work inlcuding base coat of water proof cement paint. (SOR-CPWD-13.47.1)

S/F of Three seater Steel Chair

Wiring for fan as per item No.25 etc . As per SI No. Code 123C

S/F of Ceiling fan

S/F of signboard

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