Construction of Missing Link Road at Various Places (Badgaon, Bedla, Bedla Khurd, Syphon Chouraha, Thur, Loyra, Kavita and Lakhawali) in Div-IV (ARC) 3904

Item Code [2025 3.8 (iii)]:Item Type [road] :: Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRTH Specification Clause 301.3.5

Item Code [2025 PWD BSR 5.1]:Item Type [road] :: 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 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502

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 3.4 (i)]:Item Type [road] :: Construction of embankment with approved materials obtained from borrow pits with a lift 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 50 m as per MoRTH Specification Clause 305.3

Item Code [2025 UNIFIED BSR 3.5 (iii)]:Item Type [road] :: Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and sides lopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3

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 [2025 UNIFIED BSR 4.9]:Item Type [road] ::Sub Item Code [2025 UNIFIED BSR 4.9 + B (i)]: Crusher Run Macadam Base Providing crushed run stone aggregate grading conforming to table 400-14 depositing on a prepared 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 form a layer of sub-base/base By mixing plant method With 53 mm maximum size of aggregates

Item Code [2025 UNIFIED BSR 5.3 (ii)]:Item Type [road] :: Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30)

Item Code [2025 UNIFIED BSR 5.8 MSS]:Item Type [Other] ::Sub Item Code [2025 UNIFIED BSR 5.8 MSS + By Mechanical Means A]: Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using Viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10kN static roller and finishing to required level and grades as per MoRTH Specification Clause 508 Type A (II) Bitumen (VG-30)

Item Code [2025 UNIFIED BSR 9.3]:Item Type [road] :: Sub Item Code [2025 UNIFIED BSR 9.3 + D]: Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 600 mm dia