Construction of Road from Shisham Ki Ghati (Rebari Basti) to Bichadi at Revenue Village Tulsidas Ki Saray. 9102

Item Code [2025 unified 6.1]:Item Type [road] :: Construction of unreinforced, plain cement concrete pavement M30 (Grade), thickness as per design, over aprepared sub base, with 43/53 grade cement as per Clause 602.2.2, coarseandfineaggregatesconformingtoIS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fully automatic Batching Plant and transported to site intransitmixer for having continuous a gitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying, with all lead and lift including cost of ad mixtures in recommended portion as per IS9103 to accelerate/ retard setting of concrete, improve work ability with out impairing strength and durability as per direction of Engineer in charge laid in approved fixed side form work (steelchannel, laying and fixing of 125 micron thick poly thene film, wedges, steel plates including level lingthe form work as per drawing), spreading the concrete with shovels, rakes, compacted using Fixed Form Paverand finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge / culvert and construction joints, ad mixtures as approved, curing of concretes labs for 14-day susing water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum de watering process with all required equipments ( Dowel Bars will be paid seprately

Item Code [2025 UNIFIED BSR 11.4]:Item Type [road] ::Sub Item Code [2025 UNIFIED BSR 11.4 + II (i)]: 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 15 Nominal mix (1:2.5:5)

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 9.3]:Item Type [road] ::Sub Item Code [2025 UNIFIED BSR 9.3 + B]: 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. 1000 mm dia

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 [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 2025 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 (PugMill), 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