Construction of Road in A.No. 2607 to 2610, 2614 to 2630, 2645 Rev. Village Jogi Talab. 7301

Item Code [2025 3.14]:Item Type [road] :: Construction of sub grade and earth enshoulders with approved material obtained from borrow pits with all lifts and leads , transporting to site, spreading, grading to requireds lope and compacted to meet requirement of Table 300 - 2 with lead up to 50 m as per MoRTH Specification Clause 305.3

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 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] :: Providing, laying and rolling of close- graded premix surfacing material of 20mm thickness composed of 11.2 mm to 0.9mm (Type-A) or 13.2 mm to 0.9mm (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 [2025 UNIFIED BSR 11.6 III (iii)]:Item Type [road] :: Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random Rubble Masonry In 1:6 cement mortar

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 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

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 12.2 A]:Item Type [road] :: Plastering with cement mortar (1:4), 20 mm thick on Stone work.

Item Code [road 2025 5.2 ii]:Item Type [road] :: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503.

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

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