Executive Engineer Circle-I works Division

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD I MORTH (cc)

Cuffing of C C. Road surface including stacking of excavated materials for lying of pipe lines as per the ditections of the departmental authorities.

Earth work in excavation for structres as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m. dressing of sides and bottom and back filling in trenches with excavated suitable matenal as per Technical Specification 305 MORD/304 Morth

Conveyance of excavated earth by machine with an average lead of 5KM including filling, spreading, sectioning. watering ramming etc 1 complete as per SS and also as per the direction of the departmental authorities

Collection and Supply of Dust for filling including Cost and coneyance, Spreading, Sectioning etc consolidation .with P R complete

Providing concrete for plain concrete (M10) using 220 Kgs Cement 40 mm nominal size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications of MORTH

Plastering in CM (1:4) 12mm thick including cost and conveyance of all materials and labour charges for mixing of mortor watering curing etc

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501 2,2 M30 (Grade), coarse and fine aggregates conforming to IS : 383. maximum in a concrete mixer of not less than 0 2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges. steel plates including levelling the formwork as per drawing). spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge I culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD, Unit = cum including cost and conveyance of all materials and labour charges etc, Complete

Providing concrete for plain concrete (M20 Design mix) using 343 Kgs Cement 40mm,20 mm, lOmm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications of MORTH

Supply and placing of the RCC M20 (Design Mix) concrete corresponding to IS 456 using weigh batcher / mixer 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement. fine aggrregate (sand) coarse aggregate, water etc., to site and all labour charges such as machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work.\

Providing High Yield Strength Deformed ( HYSD) / Thermo Mechanically Treated (TMT) I Mild Steel (MS) Steel bars of SAIL I VSP I TATA (Fe 415 grade as per IS 1786-1979) of different diameters for RCC works including labour charges for straightening, cutting, bending to required sizes and shapes. placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings. chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including all materials etc., complete for finished item of work as per SS.

Separation Membrane of impermeable plastic sheeting 125 micron thick

Supply of 25mm thick high performance expansion joint filler board (SILFLEXCAPCELLHD-100 or equivalent make),placing the same 25mm below top of pavement slab sealing with bituminous hot sealing compound (Grade-A-ISI) polysulphudiet 50mm interval in CC Pavement incl cost and conveyance of all materials but excl.labour charges for placing in position.for expansion joints confirmig to MORTH Specification 602-1Rmt of joint length