Construction of Road Rani Ji Bawdi to Bypass Tak. 3505

Item Code [2025 5.1]:Item Type [road] ::Prime Coat 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 [2025 UNIFIED BSR 3.9 (ii) ]:Item Type [road] ::Sub Item Code [2025 UNIFIED BSR 3.9 (ii) + (B)]: Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRTH Specification Clause 301.3.5 Mechanical Means

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] :: Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared 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 by rolling soas to 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 3.15 (ii)]:Item Type [road] :: Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the sub grade level, watered, graded and compacted in layer stome etrequirement of Tables 300 - 1 and 300 -2 for sub grade construction as per MoRTH Specification Clause 305.3.4