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 leads and lifts (CC)

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 lead of 1000 m as per Techinical specification clause 202 MORD / MORTH (Brick work)

Earth work excavation of strucures as per drawing and technical specifications Clauses 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m. Dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

Conveyance of excavated earth with an average lead of 2 KM including loading, unloading etc: complete as per SS and also as per the directions of departmental authorities.

Collection and Supply of Dust for filling including Cost and coneyance charges. Spreading, Sectioning etc., complete.

Providing Concrete for plain concrete (M10) using 220 KG cement 40mm nominal size hard stone aggregate mechanically mixed placed in foundation and comple

Providing concrete for plain concrete (M20 Design mix) using 343 Kgs Cement 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

Without form work

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

Separation Membrane of impermeable plastic sheeting 125 micron thick including cost and all taxes etc., complete including conveyance as per SS.

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-lSf) 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 602-1 Rmt of joint length

Supply of bituminous hot sealing compound (grade-A SI ) poly sulphide and sealing the joints incl.cost and conveyance of all materials etc.but excl.labour charges for placing in position for contraction joints at 1.50 interval / for expansion joints/for longitudinal joints as per MORTH specification number 602-1 Rm

Providing gravel spreading in layers not more than 150mm tchick sectioning to required camber and gradient watering and compackting ech layer to protors density with omc compaction using 80 to 100 jb caoactut vibratiory roller inclduding cost and conveyance of all materials water etc to site hire and operational charges of power roller and other T&P etc complete duly maintaing the required camber and gradient in the fromation as directed by Engineer-in charge

Manufacture as per BIS :12592 (part 1&2) supply and delivery of EHD 35 with 560mm dia clear opening manhole covers and frames with ISI marking anywhere in AP FOR destination inclding loading un loading & stackingat site but excluding all taxes MAT 08225