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| 1 | Part-A (Widening)Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M 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 incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1) |
| 2 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (DSR-18/16.1) |
| 3 | Supplying and stacking at site. (DSR-18/16.3) |
| 4 | 90mm to 45 mm size stone aggregate (DSR-18/16.3.1) |
| 5 | 63mm to 45 mm size stone aggregate (DSR-18/16.3.2) |
| 6 | 53mm to 22.40 mm size stone aggregate (DSR-18/16.3.3) |
| 7 | Supplying and stacking at site.: Moorum. (DSR-18/16.3.10) |
| 8 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . (DSR-18/16.4) |
| 9 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (MORTH 502/5.01/A(i)) |
| 10 | Providing and applying tack coat with bitumen grade VG-10 using emulsion pressure distributor at the rate of 0.25 kg per Sqm on the prepared bituminous surface cleaned with mechnical broom. (MORTH-503(II)/502) |
| 11 | Providing and laying dense graded bituminous macadam with Higher capacity batch type HMP using crushed aggregates of specified grading Premixed with bituminous binder VG-30 @4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve to desired compaction as per MORTH Specification CLAUSE No 505 complete in all respects (Morth/5.04/505(B)) |
| 12 | 40mm compacted thickness with bitumen perpetration of [email protected]% by weight of total mix. (MORTH-/5.05/505(B)) |
| 13 | Providing and laying Bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @5.40 Percent of mix and filler transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level, and alignment rolling with smooth, wheeled vibratory and tandem rollers to achive the desired compaction as per MORTH specification clause No 507 complete in all respects. (MORTH/5.05/507(B)) |
| 14 | 30mm compacted thickness with bitumen penetration of [email protected]% by weight of total mix. (MORTH-5.05/507(B)) |
| 15 | Road marking with Hot applied Thermoplastic compound with reflectorising Glass beads on Bituminious surface Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, Rates are inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of work. (SOR-2020/New item/Sr.No.19.01) |
| 16 | Reflective Raised Pavement Markers (Road Studs/Cat Eye) Supply and fixing of reflective raised pavement marker with its body surface made of tough ASA (Acrylic styrene Acrylonitrile) or HIPS (Hi-impact Polystyrene) or aa acrylonitrile butadiene styrene (ABS). The marker shall supported a load of 1335 Kg tested in accordance with ASTMD 4280 and its reflective panels shall consist of number of lenses containing single or dual prismatic cubes of providing total internal reflection of the light entering the lens face. Retro reflecting surface shall preferably by 351 5 ̊ to base and area of each retro-reflecting surface shall not be less than 13.0Sacm road studs shall be legibly marked with name trade mark or other means of densification of the manufacture. Dimensions of road studs should not be less than 100mmX100mmX10mm. RPM (with shank) as per ASTM. Chapter-26 Traffic sign S.N.5 |
| 17 | Part-B (Central verge)Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M 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 incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1) |
| 18 | Supply of ISI marked RCC s&S NP-2 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings, (AR/GNIDA) |
| 19 | 150mm dia NP-2 pipe AR |
| 20 | Cement concrete with 4cm gaugeApproved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work |
| 21 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) |
| 22 | Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) |
| 23 | RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) |
| 24 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (DSR-18/5.22) |
| 25 | Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR) |
| 26 | Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-20/279)Same as above item no 279 but with 2cm gauge stone grit instead of 4cm gauge stone ballast. (SOR-20/279(a) |
| 27 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade caste in PUC/RUBBER moulds ,made by making machine with strong vibratory compaction with smooth finish and required size and design/shape laid in with permanent of BAYOR company and pattern over and including 40mm thick compacted bed of fine sand , filling the joints with fine sand etc. all complete as per the direction of engineer-in-charge. (A.R./GNIDA) |
| 28 | Granular sub-base with graded material, plant mix method Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. MORTH/4.01/401(A) |
| 29 | Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x70 mm, including reinforcement with 6 mm dia M.S. bars 4 nos on each side, including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar 1:3 (1 cement : 3 coarse sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-charge. (AR/GNIDA) |
| 30 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.Lead 5KM (MORTH-20/301) |
| 31 | Providing wall putty on new surface with approved quality material of Berger/J.K./Birla or similar make 2 coats.(SOR-20/662 New Item) |
| 32 | Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. paint to be used should confirm ISI no. 105/106/133-1950 (SOR-20/647/15.07) |
| 33 | As in item (647) above but for every subsequent coat on previously treated surface. (SOR-20/648) |
| 34 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
