Municipal Corporation Tender

Providing BT Wearing coat 20mm thick over the existing BT surface with 0.27 cum of 10-12mm size HG chips per 10sqm,80/100 grade Bitumen per 1cum of chips laid over tack coat of 7.50Kgs of Bitumen per 10sqm ver WBM surface using a total qty of 21.54 kgs of Bitumen 80/100 grade including cost and conveyence of Bitumen and all other labour chargs for brushing cleaning mechanical heating of Bitumen to required temparature mechine mixing of Bitumen and chips spreading the premix to the required camber and rolling with power roller of 8-10 Tonns and hire and operational chargs and T&P etc complete

Providing B.T. Seal coat with 0.09 cum of 5 to 7mm IRC size HBG machine crushed chips per 10sqm including cost and conveyance to road side and stacking to departmental guage for pre-measurements, premixed using a total quantity of 9.80 Kgs. of bitumen 80/100 grade per 10sqm laid simultaneously along with BTSD/BTRC including cost and conveyance of bitumen and all other materials to site and labour charges for brushing, cleaning, mechanically heating of bitumen to the required temperature, machine mixing bitumen and chips, convey the premix to side by wheel borrows, spreading premix, sectioning to the required camber and rolling with 8-10 tonne power road roller and hire and operational charges of T&P and power road roller, barricading and diversion of traffic, providing caution boards and banner flags during day time and danger lights during night time etc., complete for finished item of work as per APSS No.1512.

Construction of granular sub-base by providing HBG meterial confirming to Grading-V of MORT & H Table-400-1 including cost and conveyance of all materials to work site and spreading uniform layers with motor grader or by approved means on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete for finished item of work as per clause 401 MORTH(5th Revision) as directed by the Engineer-in-Charge

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.

Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of Manhole Covers and Frames with ISI marking anywhere in A.P., F.O.R. destination including, loading, un-loading & stacking at site but excluding all taxes.( for HD-35mm - 560mm dia Clear Opening)

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 hot sealing compound (Grade A ISI) polysulphide and sealing the joints including cost and convenayce of all materials etc and labour charges for placing in position for contraction joints at 4.50mts interval / for longitudinal joints as per MORTH. specification No.602 - 1 Rmt.

Supply and Delivery of Quarry Dust from approved quarry including cost and conveyance of all materials labour charges including seignorage charges, spreading, sectioning, ramming, watering, etc complete as per SS.

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