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| 1 | Dismantling of old Existing Interlocking Road i/C including stacking of material as directed by the Engineer-in-charge with-in-charge with in distance of 60 meeter (200 fee) |
| 2 | Disposal of dismentling C.C road material with cartage uptoloading and unloading including supply of all material,labour and T&P etc.required for proper completion of work. As per S.I. No. 231(a). |
| 3 | M-150 brick work in One part cement and Three part Course sand mortar in foundation and plinth including supply of all materials, labour & T&P required for proper completion of work as per SI.No. 307. |
| 4 | 12 mm thick plaster with cement and approved course sand in proportion 1:3 over brick work minimum thickness not to be less than 1 cm including supply of all materials labour and T&P etc. required for proper completion of the work |
| 5 | Cement concrete in 1:2:4 with cement,coarse sand and stone ballast of 2cm guage including supply of all material,labour and T&P etc required for proper completion of work |
| 6 | WBM Grading 3 (22.4-53 mm Stone ballast) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam in two layers specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 7 | Supply & fitting 80 mm thick Precast cement concerete I-Shapecolour interlocking paver block a with top layer of minimum 8 mm thickness having plan dimension 200x(160+120mm) of O.P. cement, smooth high gloss finish, skid reditant. Manufactured from rubber moulds through vibro-compression machanism. the compressive strength of concrere paver block shall not be less than 30MPA (M-30) and weight 5kg per no confirming to IS:15658-2006 with a 4 cm thick layer of fine sand including cost of material, labour, T&P taxes etc required for proper completion of the work as directed by engineer-in-charge. as per Additional item road furnishing work no. 5(2). |
| 8 | Deduction of old and workable Interlocking tiles of 10% of dismantling tiles workincluding supply of all material,labour and T&P etc.required for proper completion of work. |
| 9 | Providing and applying Tack Coat with Bitumen VG-10 using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with air compressor. As per MORTH Specification Clause 503Sr. No. 5.02 |
| 10 | Dense Graded Bituminous Macadam (Grading-II) 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 @4.50%by weight of total mix and filler, transporting the hot mix to work site, laying with a Mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specfication Clause 505A Sr. No. 5.04 complete in all respects. |
| 11 | Bituminous Concrete (Grading-II) 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% of 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 wheled, vibratory and tandem rollers to achieve the desired complaction as per MORTH Specification clause No. 507 B Sr. No. 5.05 complete in all respects. |
| 12 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beeds @ 250 gm per Sqm of area. Thickness of 2.5 mm is exclusive of surface applied glass beeds as per IRC:35. The finished surface to be level uniform and free streaks and holes complete as perSOR Lucknow Circle Lucknow. Ch . Road Marking Non Schedule Item. |
| 13 | Supply & Fixing of reflective raised pavement marker with its body surface made of tough ASA (Acrylic styrene Acrylonitrite) or HIPS(Hi-inpact Polystyrene) of acrylonitirile buladiens 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 containging single or dual prismatic cubes of providing total internal reflection of the light entering the lens face. Retro reflecting surface shall preferably be 35+- 5 degree to base and area of each retro reflecting 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 manufacturer dimensions of road studs should not be less than 100 mm x 100 mm x10 mm. RPM (With Shank) as per ASTM.@ 9 M interval |
| 14 | ADD GST @18% |
