Municipality Tender

CC Road and CC Drain;Laying of VCC M10 grade (1:3:6) Mix using 20mm HBG M/C metal best coarse sand including cost and conveyance of all materials, labour charges for mixing concrete mechanically, laying, leveling, ramming, curing etc., complete to relevant standard specifications and as directed by the engineer-in-charge of the work

CC Road and CC Drain;Laying of VCC M10 grade (1:3:6) Mix using 20mm HBG M/C metal best coarse sand including cost and conveyance of all materials, labour charges for mixing concrete mechanically, laying, leveling, ramming, curing etc., complete to relevant standard specifications and as directed by the engineer-in-charge of the work

CC Road and CC Drain;Providing plastering in Cement Mortor (1:5) 12mm thick including cost and conveyance of all materials, labour charges for mixing mortor, watering and all incidental charges etc., complete to relevant to standard specifications and as directed by the engineer- in-charge of the work

CC Road and CC Drain;Brick masonry with CM (1:6) prop: (cement : sand) using second class bricks of size 23 x 11 x 7 cms from approved source including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including all materials and such as labour charges, like mixing cement mortar, constructing masonry, , curing for finished item of work etc complete as per SS and as directed by the departmental officer incharge of the work. But excluding seigniorage charges.

CC Road and CC Drain;Providing plastering in Cement Mortor (1:3) 12mm thick including cost and conveyance of all materials, labour charges for mixing mortor, watering and all incidental charges etc., complete to relevant to standard specifications and as directed by the engineer- in-charge of the work

CC Road and CC Drain;Earthwork in excavation for structures 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 upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

CC Road and CC Drain;Carting away of excavated earth/ debris to a lead of 1 Km. The rate including conveyance charges, labour charges for loading, unloading, etc., complete as directed by the departmental officer in charge of the work

CC Road and CC Drain;Collection, supply & spreading of crusher dust including stacking for pre measuerments at site of work and consolidation with hand roller or any device other than power rolling, cost of materials, labour charges for loading, unloading & stacking, watering, tamping etc., complete as per SS and as directed by the Engineer-in-charge

CC Road and CC Drain;Providing concrete for plain concrete M 10 grade in open foundations using 20 mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc. RBR-FNDN-4 For Bed Concrete

CC Road and CC Drain;Providing concrete for plain concrete M 10 grade in open foundations using 20 mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc. RBR-FNDN-4 For Bed Side Walls

CC Road and CC Drain;Providing plastering in Cement Mortor (1:5) 12mm thick including cost and conveyance of all materials, labour charges for mixing mortor, watering and all incidental charges etc., complete to relevant to standard specifications and as directed by the engineer- in-charge of the work

CC Road and CC Drain;Providing concrete for plain concrete M 20 grade in open foundations using 20 mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc. RBR-FNDN-4

CC Road and CC Drain;Vibrated reinforced cement concrete (R.C.C. grade M 30 Design Mix) using 20 mm Graded Metal (MORTH 12.8 G)using 20 mm graded HBG metal including cost and conveyance of all materials land labour charges for centering, machine mixing, laying, vibrating and curing etc. including all other incidental charges of all T&P etc. for finished item of work as per MoRTH apecifications 1500, 1700, 2100 and 2702 and as directed by the depermental engineers in charge. RBR-FNDN-4-C-(i)

CC Road and CC Drain;Supply and delivery of Steel Reinforcement H.Y.S.D.confirming to I.S.S. including cost & conveyance of all materials , cost of binding wire and its fabrication charges, placing in position tying grills etc., complete as per relevant standard specifications and as directed by the engineer-in-charge of the work

CC Road and CC Drain;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 / 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.