Construction of Internal Road in A and B - Block, Mali Colony. 3502

Item Code [2025 5.1]:Item Type [road] :: Sub Item Code [2025 5.1 + (i)]: Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base (WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per MoRTH Specification Clause 502

Item Code [2025 E/W 3.5 iii]:Item Type [road] :: Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cu m bucket capacity, including cutting and loading into tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades, and cross-sections, and transporting to the embankment location with a lift up to 1.5 m and lead up to 1000 m as per MoRTH specification Clause 301.3

Item Code [2025 PWD BSR 5.2 (i)]:Item Type [road] :: Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503.

Item Code [Rd-2025 Road Markers 10.20]:Item Type [road] :: Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements

Item Code [road 2025 16.14.2]:Item Type [road] :: Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading , premixed with bituminous binder minimum @ 4.0 & 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 MoRTH Specifications Clause 505 complete in all respects. Bitumen (VG-30) Grading - II (26.50 mm (Nominal Size))

Item Code [road 2025 16.15.5]:Item Type [road] :: Providing and laying bituminous concrete with 100- 120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading ,premixed with bituminous binder minimum @ 5.2 & 5.4 percent 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 wheeled ,vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in all respects for Grading-II(13 mm nominal size) Bitumen (VG-30)

Item Code [road 2025 3.14]:Item Type [road] :: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads ,transporting to site, spreading, grading to required slope and compacted to meet requirement of Table300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3

Item Code [Road BSR 2025 4.6]:Item Type [road] :: sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406 By Mechanical Means with all lead

Item Code [Unified 2025 3.15 (i)]:Item Type [road] :: Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to adepth of 150mm, mixed with water at OMC and then compacted byrolling soasto achieve minimum dry density as given in Tables 300 - 1 and 300 -2 for embankment construction as per MoRTH Specification Clause 305.3.4

Item Code [Unified 2025 4.9 (i)]:Item Type [road] ::Providing crushed run stone aggregate greading conforming to table 400 - 14 depositing on aprepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a three wheel 80 - 100 kN static roller as per MoRTH Specification Clause 407 to for malayer of sub - base / base By mix-in-place method With 37.5 mm maximum size of aggregates