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| 1 | Item Code [2025 UNIFIED BSR 11.4]:Item Type [road] :: Sub Item Code [2025 UNIFIED BSR 11.4 + III (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 20 Nominal mix (1:2:4) |
| 2 | Item Code [Rd-2025 excavation 3.8.3 ]:Item Type [road] :: (Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m). 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 |
| 3 | Item Code [Rd-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 roller of 80 to 100 kN 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. |
| 4 | Item Code [unified 2025 6.3 iii (B)]:Item Type [road] :: Providing and Laying of Inter locking M-30 grade Concrete Block Pavement shaving thickness 80mm as per drawings and as per IS15658:2006. and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x0.30 Mtrx 0.15 Mtr Edge Blocks. Category B Dentated only two side like I,Z,T shape as per IRC: SP: 63-2004 |
| 5 | Item Code [unified 2025 6.7 Dry Lean Cement Concrete]:Item Type [road] :: Construction of dry lean cement concrete Sub - base over aprepared sub - grade with coarse and fine aggregate conforming to IS : 383 ,the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15:1 , aggregate gradation after blending to be as pertable 600-1 , cement content not to be less than 150kg / cum,optimummo is ture content to be determined during trial length construction , concrete strength not to be less than 10 Mpaat 7 days , mixed in abatching plant , transported to site ,laid with apaver with electron ic sensor , compacting with 8-10 tonnes vibratory roller , finishing and curing. |
| 6 | Item Code [unified 2025 pwd cc pavement]:Item Type [road] :: Construction of un-reinforced, plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub-base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a fully automatic Batching Plant and transported to site in transit mixer for having continuous agitated mixing, 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 admixtures in recommended proportion as per IS:9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-Charge, laid with a Fixed Form Paver, laying and fixing of 150 micron thick polythene film and 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, admixtures as approved, curing of concrete slabs for 14 days using water, finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vacuum dewatering process with all required equipment. |
| 7 | Item Code [unified BSR 2025 3.5 iii]:Item Type [road] :: Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for road work 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 upto1.5m and lead upto 1000m as per MoRTH Specification Clause 301.3 Please Enable Macros to View BoQ information |
