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| 1 | Desmantling of old brick work etc all complete as the direction of engineer in charge.(AS PER PWD SOR 2022 |
| 2 | E/W in Excavation in foundation in ordinary soiletc all complete as the direction of engineer in charge.{ AS PER PWD SOR 2022 PAGE NO 15 SI NO 4.01 ITEM NO 251 (a).} |
| 3 | Desposal of refused material/malwa distance up to 8 km etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2022 PAGE NO 10 SI NO 3.01 ITEM NO 231 (a)) |
| 4 | S/L P:C:C (1:6:12) with 40 mm gauge brick ballast ,coarse sand and cement in foundation and under floor including all materials,labour,tools, & plantetcall completed as per the direction of engineer - in - charge.{ AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.01 ITEM NO 281 } |
| 5 | First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in foundation and plinth and T&P etcall completed as per the direction of engineer - in - charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.05 ITEM NO 305 (a) |
| 6 | 12 mm thick plaster with cement and coarse sand of 2.20 fineness modules in (1:3) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, tools & plant etc required for proper completion of the work. (AS PER PWD SOR 2022 PAGE NO 36 SI NO 13.09 ITEM NO 583) |
| 7 | 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.(FOR SLAB) |
| 8 | S/F M:S (tor steel or plain) in plain work such as R:C:C or R:B work including bending for proper shape as necessary including bending for proper complition of the work and including supply of all steel & wasteage, bend, hooks, and authorised overlappinf shall be measured etc all complete as per direction of engineer in charge. |
| 9 | Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30 M. distance as directed by the engineer in charge etc all |
| 10 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) |
| 11 | Supply & laying 80 mm thick Precase cement concrete ishape interlocking paver block (Grey color) with top layer of minimum 8 mm thicknesshavingplandimension200X(160+120mm) of O.P cement smoothing glossfinish,skid resistant manufacturered from rubber moulds |
| 12 | Supply & laying 80 mm thick Precase cement concrete i-shape interlocking paver block (Red 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 through vibro-compression mechanism. the compressive strength of concrete paver block shall not be less than 30 mpa (M-30) and weight 5kg .per no. confirming to IS:15658-2006 including cost of material ,labour,t&p etc. required for proper completion of the work as directed by Engineer -in-charge . |
| 13 | M.S. or iron work of small sizes and sectionsuch as holding down bolts, hold fast, tie rodsgrating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. |
| 14 | S/L Cement Concrete (1:2:4) with 2 cm gauge stone grit coarse sand and cement including all materials,labour,tools, & plantetcall completed as per the direction of engineer - in - charge. |
| 15 | Beautification of walls by macking scenery etc all complete as the direction of engineer in charge |
| 16 | Finishing wall with water proof cement paint of approved make and quality on new wood with two coat to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. |
| 17 | E/W in Excavation in foundation in ordinary soiletc all complete as the direction of engineer in charge.{ AS PER PWD SOR 2022 PAGE NO 15 SI NO 4.01 ITEM NO 251 (a).} |
| 18 | Desposal of refused material/malwa distance up to 8 km etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2022 PAGE NO 10 SI NO 3.01 ITEM NO 231 (a)) |
| 19 | 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.) |
| 20 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) |
| 21 | Providing and applying tack coat with bitumen VG - 10 grade using bitumen pressure distributor at the rate of .30 kg per sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503. |
| 22 | Providing and laying dense graded bituminousmacdam with HMP producing an average output of 75 tonnes per hour using crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher to the required grade, level alignment,rolling with smooth wheeled. vibratory and tandem rollers to achieve the desired compaction (Ref. to Mort&HSpecification no. 507 ) Adjustment for bitumen shall be done as per job mix formula and e-in-c latter No 2651 Dt 27-07-12 for proper completion of work as per direction of engineer-in-cgarge including all labour,T&P,taxes , labour cess etc. complete. |
| 23 | Providing and layingbituminous concrete with HMP crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 5.4 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher to the required grade, level alignment,rolling with smooth wheeled. vibratory and tandem rollers to achieve the desired compaction (Ref. to Mort&HSpecification no. 507 ) Adjustment for bitumen shall be done as per job mix formula and e-in-c latter No 2651 Dt 27-07-12 for proper completion of work as per direction of engineer-in-cgarge including all labour,T&P,taxes , labour cess etc. complete. |
| 24 | 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 |
| 25 | Reflective Raised pavement marker providing and fixing of raised pavment markers (cat eye) type x ASTMD - 4956-04 avery dennission /3m (USA make) having moulded body of polycabonate ASA, HIPS or ABS able to support a load of 13.635 MT tested in accordance with ASTMD 4280 type H and other requirement mentioned in MoRT&H circular its reflective lens made of micro prismatic lens (capable ofproviding total internal reflection of light ), electronically welded to the body etc all complete as per specification or |
| 26 | Supply & laying 80 mm thick Precase cement concrete i-shape interlocking paver block (Red 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 through vibro-compression mechanism. the compressive strength of concrete paver block shall not be less than 30 mpa (M-30) and weight 5kg .per no. confirming to IS:15658-2006 including cost of material ,labour,t&p etc. required for proper completion of the work as directed by Engineer -in-charge . |
| 27 | First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in foundation and plinth and T&P etcall completed as per the direction of engineer - in - charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.05 ITEM NO 305 (a) |
| 28 | S/L Cement Concrete (1:2:4) with 2 cm gauge stone grit coarse sand and cement including all materials,labour,tools, & plantetcall completed as per the direction of engineer - in - charge. |
| 29 | OLD BRICKS |
| 30 | OLD BRICKS BAT |
| 31 | Add GST 18% |
