Public Works Department Tender

I.NO 4.2.VVol 3 23 - Construction of Granular SubBase of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading V Material

I.NO 4.17 Vol 326 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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 pavergrader in subbase base course on well prepared surface and compacting with vibratory roller to achieve the desired density

I.NO 5.1 A iVol 331 - 5.1 502 A i Prime Coat over WMMWBm Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.

I.NO 5.4Vol 331 - Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kgm2 on Granular Surface.

I.NO 5.8 ii C Vol 333 - 5.8 504 ii Bituminous Macadam Grading II for traffic 20 MSA , C Providing and laying Bituminous Macadam with 4060 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction

I.NO 5.31Vol 343 - Semi Dense Bituminous Concrete 1 IRC37: 2018 Providing and laying Semi Dense Bituminous Concrete with 4060 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.

vol 3Item no 16.28 page no149 - Providing and constructing unreinforced 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:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh 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 shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineerincharge of the work.

Vol3 Item no no:6.8.1 page no 51 - Precast Cement Concrete Interlocking Blocks Providing and laying 60mm thick factory made precast M 30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerincharge. WMMWBM Base to be paid separately if necessary as per relevant technical specification

Vol01 2.4.216 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Vol1111sl no.3 - form work for Item no. 12 As per Addendum I , rates for formwork shall be added on percentage basis to the finished concrete item rate. For Foundation, Sub structure of Cross drainages 5 percentage

vol5208 16.61.2 - Supply and fixing of SFRC machinhole cover Heavy Duty made as per IS to suit existing damaged machinhole cover after removing the debries from inside and outside the existing machinhole etc. with all lead and lifts

Vol3 8.1567 - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes

I.NO 10.3.5Vol5114 - Providing UPVC FOAM CORE pipes conforming to IS 16098 P1 2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes with cost of elastomeric sealing rings and specials excluding cost of specials with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS contractor will make his own arrangements for procuring water for testing etc. complete. for: Pipes of SN4 Self Fit 250mm dia.

I.NO 10.3.1Vol5114 - Providing UPVC FOAM CORE pipes conforming to IS 16098 P1 2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes with cost of elastomeric sealing rings and specials excluding cost of specials with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS contractor will make his own arrangements for procuring water for testing etc. complete. for: Pipes of SN4 Self Fit 160mm dia.

I.NO 2.21.2Vol522 - Providing house connection with excavation in all types of soils cutting]with machine cutter without damaging the other utilities and Providing]and laying of MDPE pipe PE80PN 12.5 manufactured in accordance]with ISO 44271996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mmGI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth not less than 0.45 mtrs. from the road surface, including providing 40mm dia. "A" class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises, connection should be continued with 20mm GI pipe by making "U" shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on the distribution main pipe with SS Brass ferrule of size 12" x 34" and fixing the union joint and gate valve stop cock before the meter point and a reflex valve nonreturn valve should be fixed on the connection after the meter point. All these fixtures should be of standard quality conforming to IS. The compression fittings for MDPE pipes conforming to ISO 14236 and its latest versions. If the connection is of HDPE pipe the work include electric fusion tapping T or saddles, PE 100 black colour pipe of PN 16 For 20mm dia SDR 11 or Higher grade conforming to standards with brass cutter cum flow regulator, water tight cap with O'ring, long spigot for making boretapping suitable to HDPE pipe by Electro fusion welding as per BS EN 122013 & EN 15553 standards. The Product should be tested to comply with BS 6920 for drinking water service in WRC NSF, UK and DVGW certificate, Germany. The Saddle should be manufactured Virgin Compounded PE 100 material. Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes, as per diagram, all specials such as GI tee, GI elbow, GI coupler, stopper with appurtenances, and brass or SS tap The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be reconstructed with available size stones in CM 1:8 and providing coping in CC 1:3:6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1:3 and also the bored wall of the premises should be redone to the original position and the rates are inclusive of the cost of all the materials, cement, sand water etc., required for these works. The road suface should be compacted well and brought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for the following diameters: for minimum length of 2m etc. complete

I.NO 32.02Vol613 - 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS1554 Part1 or IS7098 Part1, Armouring strip thickness and resistivity as per IS3975 10 Sqmm, 2 Core, 9 GI Strips 4 x 0.8 mm