Providing CC Patch Work and BT Patch work to various Internal roads and Main Roads in AE-8 Section in view of Swachh Survekshan 2025-26. 1st Call General Funds

Dismantling of cement concrete including labour charges, T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceble material and stacking the serviceble material as directed by the departmental authorities with all leads and lifts etc. complete as per SS.

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 back filling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

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.

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. Unit cum, including cost and conveyance of all materials and labour charges Excluding CP & TP on Seignorage charges etc, Complete

Supply of 25mm thick high performance Expansion joint filter board (Silfiex Capcela HD 100 ARE equilent make) placing the same 25mm below top of the pavement slab celing with bitumen beart ceiling compound (G.A.I.S.I) poly sulfied 50 mts interval in CC pavement incluidng labour charges for placing in position, for Expansion joints confirming to MORTH specification No.602. 1 Rmt of joint length.i) 100mm thick slab.

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.

Providing laying, spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification including cost, seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to achieve the desired density etc., as directed by the Engineer-in-Charge and as per MORT & H specifications 406 (5th revision) for finished item of work.

Providing BT patch work for pot holes using 40-45 mm HBG metal with reavired quantity of 12mm to 14mm size HBG key chips and 42Kgs of 80/100 grade Bitumen for 1 cum of work for filling the pot holes including removal at loose material in the pot holes. Trimming the edgs to provide firm vertical faces, clearing applying tack coat filling the pot holes com pacted with the power road roller and finishing including cost and conveyence and all T & P chargs for all labourcharges for all operating charges etc complete for finished item of work and directed by Engineer-in-Charge

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.

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