|
| 1 | Supplying and stacking at site. |
| 2 | 53 mm to 22.4 mm size stone aggregate. (DSR-18/16.3.3) |
| 3 | Supplying and stacking at site. |
| 4 | Moorum. DSR-18/16.3.10 |
| 5 | Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road I vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening I binding material to fill up interstices of coarse aggregate watering and compacting to the required density. (DSR-18/16.4) |
| 6 | Providing and applying tack coat with bitumen VG- 10 using pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechnical broom. MORTH 503 (ii) (as per CRRI recommandation) |
| 7 | Providing and laying Dense Graded Bitumin Macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 505 complete in all respects. |
| 8 | 40 mm compacted thickness with bitumen penetration of 60/70@ 4.50% by weight of total mix. |
| 9 | Providing and laying bitumen concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder CRMB @5.4% of mix and filler transporting the hot mix to work site laying with hydrostatic paver finsher with sensor control to the required grade, level, and alignment rolling with smooth, wheeled, vibrator and tendom roller to achieve the desired compaction as per MORTH specification clause 509 complete in all respect (MORTH//GNIDA) |
| 10 | 40mm compacted thickness with bitumen penetration of CRMB-55 @5.4%by weight of total mix |
| 11 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface: Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness 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 streaks and holes. Rates are inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of work. (MORTH/SOR-2020/New Item/Sr.No. 19.01) |
| 12 | Reflective Raised Pavement marker (Road sluds/cat Eye Supply and fixing of reflective raised pavement with its body surface made of tough ASA (Acrylic styrene Acrylonitrile) or HIPS (Hi- impact Polystyrene) or aa acrylonitrile butadiens styenc(ABC) The marker shall supported a load of 1335kg tested in accordance with ASTMD 4280 and its reflective panels shall consist of number of lenses contaning single or dual Prismatic cubes of providing total internal reflecting surface shall preferably surface shall not be less than 13.0 sqcm road studs shall be legibly marked with name trade mark or other means of identification of the manufacture Dimension of Road studs should not be less than 100mm x100mm x 10mm RPM (with shank)as per ASTM |
| 13 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. DSR-18/16.83 |
| 14 | Re-laying of 80mm thick ISI mark factory made cement concrete grass grid block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in requried coloured & pattern over and including averege 50mm thick compected bed fine sand nd filling the joints with fine sand all complete as per direction of engineer-in-charge (GNIDA/A.R) |
| 15 | 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 con not reach/move). For Building work only (SOR-20/251a) |
| 16 | Depth from 0.0 to 1.5 M below G.L. |
| 17 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2, Lead up to 2KM, MORTH-3.18/305. |
| 18 | Dry brick on edge flooring in required pattern with bricks of class designation 150 on a bed of 12mm mud mortar including filling joints with Jamuna sand (with M-150 bricks) complete.DAR/11.2 |
| 19 | Cement Concrete with 4 cm gauge approved 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. SOR-20/281 |
| 20 | Providing and laying I Shaped Interlocking tiles Rubber moulded 80mm thick Precast cement concerete having plan dimension 200x(160+120mm) with compressive strength not be less than 40Mpa (M-40) and weight 5kg, laid in required pattern over and including averege 50mm Thick Compacted bed fine sand and filling the joints with fine sand all complete as per direction of engineer-in-charge with conforming to ISI - 15658-2006 SOR/ A.R. Grey Colour. |
| 21 | M-150 Brick Work in 1:4 cement & Coarse sand 2.20 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. SOR-20/305(A) |
| 22 | 12mm cement plaster of mix: |
| 23 | 1:6 (1 cement : 6 coarse sand) (DSR-18/13.4.2) |
| 24 | Cement concrete with 2cm 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. (UPPWD/SOR-2020/279(a)) |
| 25 | Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M-25 using batching plant transit mixer & manual placing . MORTH-9.06 D/Case-II |
| 26 | Labour Cess and GST will be paid extra as per govt. orders Please Enable Macros to View BoQ information |
