Re-Strengthening of Road in RSCERT Building Premises, Saheli Marg. 7407

Item Code [ Rd-2025 scarifying 3.2]:Item Type [road] :: Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRTH Specification Clause 305.4.

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 5.3 ii]:Item Type [road] :: 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.

Item Code [2025 5.8 type A (ii)]:Item Type [road] :: Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm 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 8-10 kN static roller and finishing to required level and grades as per MoRTH Specification Clause 508 By Mechanical Means Type A Bitumen (VG-30)

Item Code [BSR-2025 WMM 4.6]:Item Type [road] :: 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 rollerof80to100 kN weight to achieve the desired density including lighting ,barricading and maintenance of diversion,etcasperTables400-12&400-13andMoRTH Specification clause 406 By Mechanical Means with all lead .

Item Code [pwd bsr 2025 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 cum bucket capacity including cutting and loading in 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 upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3

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 [Rd-2025 tack coat 5.1.1]:Item Type [road] :: Providing and applying tack coat with Bitumen emulsion(RS-1) using emulsion distributor at the rate of 0.20 to0.30kgper sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503

Item Code [Rd-2025 tack coat 5.1.2]:Item Type [road] :: Providing and applying tack coat with Bitumen emulsion(RS-1) using emulsion distributor at the rate of 0.25 to0.30kgper sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503

Item Code [road 2025 10.19]:Item Type [road] :: Providing and fixing of road stud 100 x100 mm die cast in aluminium ,resistant to corrosive effect of salt and grit ,fitted with lense reflectors,installed in concrete or asphaltic surface by drilling holes 30mm up to a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar ,all as per BS:873 (Part 4) 1973.as per MoRTH Specification Clause 804.

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