Widening and Restrengthening of 60ft. Road from Sukher Ghati to Sapetiya 100ft. Road (Gokul Garden).2804

Item Code [2025 12.7]:Item Type [road] :: Supplying, fitting and placing TMT bar reinforcement (Fe 415) in sub structrue complete as per drawings and MoRTH specification Clauses 1009,1600 & 2202

Item Code [2025 16.28 Dowel bar]:Item Type [building] :: Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC15 & 58 in cluding cutting , placing in position across transverse join t with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge.

Item Code [2025 16.6]:Item Type [road] :: Scarifying old bituminous road by making 50x50mm furrows criss-cross at 1.0 metre intervals at 45 degree to the center line of the carriageway

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 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 5.2 i]:Item Type [road] :: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503.

Item Code [2025 6.1]: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 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 admixtures in recommended portion 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 vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately).

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

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 [PWD BSR 2025 12.5 IV.]:Item Type [road] :: Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 R.C.C. grade M 25 cross drainage , raft ,wall and slab