Road improvement and drain construction work using CC (Concrete) in Ward 30, Swarnajayantipuram, B-Block.

Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the engineer-in-charge within a distance of 60 metre ( 200 feet ) (AS PER PWD SOR 2022 PAGE NO 47 SI NO 17.04 ITEM NO 694)

Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in- charge within a distance of 60 meter (200 feet).PWD SOR 2022 17.2.2

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 surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1

Desposal of refused material/malwa distance up to 8 km etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2020 /231( a).

S/L P:C:C (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials, labour, tools, & plant etc all completed as per the direction of engineer - in - charge.{ AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.01 ITEM NO 273 }

R.C.C work with cement ,approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors & windows excluding supply of reinforcement and its bending ,but including its fixing and binding wire including necessary cantering and shuttering etc .and supply of all materials, labour, tools& plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra etc all complete as per direction of engineer in charge.(AS PER SOR PWD 2022 SN.N. 5.16 ITEM N. 284)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars DSR 2023 ITEM N. 5.22.1

Scraping old painted surface including disposal of all scraped material to a distance of 30 meters (100 ft.) as directed by Enginer­ in-charge. (by machnical)

Supply of 22.4 to 53 mm gauge stone ballast with stacking for measurment etc all complete as per the direction of engineer in charge.

Supply of Screeing material with stacking for measurment etc all complete as per the direction of engineer in charge.

Consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405

Providing laying spreading and compecting graded stone aggregate to wet mix macadam specification including premixing the material with at OMC in machenical mix plant carriage of mix material by tipper to site laying in uniform layers of each 100mm thick with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30(Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501.

S/L Hot applied Thermo Plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thick ness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35. the finished surface to be level uniform and free from streak and holes. rates all including of all taxes royality vat etc all t & p /machine material and lobour required for proper complition of work. (AS PER PWD SOR

Supply & laying 80 mm thick Precase cement concrete ishape interlocking paver block (Grey color) with top layer of minimum 8 mm thickness having plan dimension 200X(160+120mm) of O.P cement smoothing gloss finish,skid resistant manufacturered from rubber moulds. RMR

S/F OF MAIN HOLE rishing and lifiting FRAM etc all completed as per the direction of engineer - in - charge.

DPR CHARGE etc all completed as per the direction of engineer - in - charge.

SIGN BOARD etc all completed as per the direction of engineer - in - charge.

OLD BRICKS

OLD BRICKS BAT