Municipal Corporation Tender

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

Bailing of water with 5HP oil Engine including conveyance of Oil Engine to work site, including fuel and operational charges and wages for driver / Helper etc.. complete as per specification.

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 ans appropeite with batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of 125 micron 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/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water Clause 151 MORD. Unit=cum Taking output=75 cum (172.20t)(100x3.75x0.200)

Separation Membrane of impermeable plastic sheeting 125 micron thick (M-164 common SSR) including cost and conveyance of all materials and labour charges etc., complete as directed by the departmental officer in charge of the work.

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

Supply of Bituminous compound(Grade.A ISI) polysulphide and sealing the joints including cost and con of all materials etc but excluding labour charges for placing in position for contraction joints at 4.50mts interval/for longitudinal joints as per MORTH

Providing concrete for plain concrete (M20 Design mix) using 343 Kgs Cement 20 mm, 10mm 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

Brick work CM (1:6) with Bricks traditional size 23x11x7 cms 2nd class bricks including cost and convayence of all materials and labour chargs mixing laying tamping watering etc,. complete as per the directions of departmental authorities.

Plastering CM (1:4) 12 mm thick including cost and convayence of all materials and labour chrgs mixing laying tamping watering etc,.complete as per the directions of departmental authorities.

Centering charges for VCC & RCC including cost and conveyane of all materials and labour chages fixing in position etc as dept authorities

Providing Concrete for RCC (M30 Design mix) using 347 Kgs Cement ,20 mm, 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 For Culvert Slabs

Supplying, fitting and placing HYSD bar reinforcement as per drqwings and technical specifications clauses 1000 and 1202 MORD & 1100, 1600 MORTH for bars below 36mm dia including over laps and wastage, where they are not welded including cost and conveyance of binding wire and preparation and tying grills and fixing in position and labour charges etc., complete

Carting away the surplus earth, cement concrete, brick and stone debris from the wor site with a lead of 2KM beyond initial lead incl. Loading, unloading and conveyance etc., complete as directed by dept. authorities as per APSS 38.2