Construction of 30ft. Road and Drain at Kh.No. 2379 to 2392 in Revenue Village Bedla near Vaidehi Appartment. 2312

Item Code [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 [2025 4.9 A 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 form a layer of sub-base/base By mix-in-place method With 53 mm maximum size of aggregates

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] :: 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 [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 [Building BSR 2025 11.1 (i) ]:Item Type [building] :: Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Upto 3 m depth for drain

Item Code [Building BSR 2025 11.4 (I)]:Item Type [building] :: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6

Item Code [Building BSR 2025 11.4 (III)]:Item Type [building] :: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C. grade M 20 Nominal mix (1:2:4)

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