Municipality Tender

na;Construction of un - reinforced, dowel jointed at expansion and construction joints only, plain cement concrete pavment, thickness as per design, over a prepared sub base, with 43 grade cement of only other type as per clause 1501.2.2 M30 (grade) coare and fine aggregates conforming to IS: 383 maximam 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 from work ( steel channel, laying and fixing of 125 micron thick polyteen film, wedges, steel plates including leveling the form work as per drawing ) spreading the concrete with sholvels, sakes, completed using needls, scareed and palte vibrators and finished in continuous, construciton joints applying debinding strips, primer, sealant, dowel bars, near approches to bridge/culvert and construciton joints, admixtures as approved, curing of concrete slabs for 14 days, curing compound ( where specified) and water finished to lines and grade as per drawing and techncal specification.

na;R.C.C Grade M 20 Nominal Mix, Using 20 mm graded nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and completed by vibration including curing 14 dys complete as per drwaings and technical specification clause 802, 803, 1202 & 1203 MORD and 1500,1700, 2100 MORTH.

na;Suppling, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical sprecification clauses 1000 and 1202 MORD & 1100, 1600 MORTH for bars below 36mm dia inclidig over laps and wastege, where they are not welded.

na;Providing VCC ( 1:2:4 ) using 20mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, seigniorage conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc.,

na;Providing V C C ( 1:3:6 ) using 20mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, seigniorage conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc completed

na;Laying VCC (1:4:8) using 40 mm (SS-5) graded HBG m/c metal and OPC including cost & conveyance of all materials, labour charges, centering, machinery, laying in position, vibration, curing for 7 days and all incidental charges etc.

na;Carting away the surplus excavated Rock from the work site with a lead of 5 km beyond initial lead including loading, unloading and conveyance but excluding stacking charges etc., complete for roads 1 cum (Including Ghat Allowence)

na;Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 includig setting out, construction of shoring, braccing removal of stumps, other deleterous metrials, dressing of sides and bottom and backfilling in treches with excavated suitable metirials as per tenchnical specification.