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Requirement :
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Supply of construction material - coarse sand at quarry (equivalent to koilwar sand) , fine sand at quarry, moorum at quarry, stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve at quarry, , , , , , aggregates 45 mm to 22.4 mm at quarry, aggregates 53 mm to 2.8 mm at quarry, aggregates 53 mm to 22.4 mm at quarry, aggregates 63 mm to 45 mm at quarry, aggregates 90 mm to 45 mm at quarry, aggregates 10 mm to 5 mm at quarry, aggregates 13.2 mm to 5.6 mm at quarry, aggregates 25 mm to 10 mm at quarry, stone boulder of size 150 mm and below at quarry, supply of quarried stone 150 - 200 mm size for hand broken at quarry, boulder with minimum size of 300 mm for pitching at quarry, gravel/quarry spall at quarry, granular material or hard murrum for gsb works at quarry, filter media/filter material as per table 300-3 (mort&h specification) at quarry, close graded granular sub-base material 53 mm to 9.5 mm at quarry, close graded granular sub-base material 9.5 mm to 2.36 mm at quarry , coarse graded granular sub-base material 2.36 mm & below at quarry, coarse graded granular sub-base material 4.75 mm to 2.36 mm at quarry, coarse graded granular sub-base material 9.5 mm to 4.75 mm at quarry , coarse graded granular sub-base material 26.5 mm to 9.5 mm at quarry , aggregates below 5.6 mm at quarry, aggregates 22.4 mm to 2.36 mm at quarry, aggregates 45 mm to 2.8 mm at quarry, aggregates 63 mm to 2.8 mm at quarry, aggregates 11.2 mm to 0.09 mm at quarry, aggregates 13.2 mm to 0.09 mm at quarry, aggregates 13.2 mm to 10 mm at quarry, aggregates 20 mm to 10 mm at quarry, aggregates 37.5 mm to 19 mm at quarry, aggregates 37.5 mm to 25 mm at quarry, aggregates 6 mm nominal size at quarry, aggregates 10 mm nominal size at quarry, aggregates 13.2/12.5 mm nominal size at quarry, aggregates 20 mm nominal size at quarry, aggregates 40 mm nominal size at quarry, ac pipe 100 mm dia, aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable, road studs 100 x 100 mm fitted with lense reflectors vide clause 804.2 of morth (5th revision), bearing (elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation,), compressible fibre board(20mm thick), copper plate (12m long x 250mmwide), curing compound , earth cost or compensation for earth taken from private land, elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of irc 83 (part ii),, electric detonators @ 1 detonator for 1/2 gelatin stick of 125 gms each, pavement marking paint, pre-moulded asphalt filler board, seeds, separation membrane of impermeable plastic sheeting 125 micron thick, sludge / farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing, super plastisizer admixture is marked as per 9103-1999 , traffic cones with 150 mm reflective sleeve, fly ash conforming to is 3812 ( part ii & i) at source, close graded granular sub-base material 37.5 mm to 9.5 mm at quarry, close graded granular sub-base material 26.5 mm to 9.5 mm at quarry, close graded granular sub-base material 9.5 mm to 4.75 mm at quarry, close graded granular sub-base material 4.75mm to 2.36 mm at quarry, close graded granular sub-base material 4.75mm to 75 micron mm at quarry , close graded granular sub-base material 2.36 mm at quarry, coarse graded granular sub-base material 4.75mm to 75 micron mm at quarry, coarse graded granular sub-base material 26.5 mm to 4.75 mm at quarry, coarse graded granular sub-base material 37.5 mm to 9.5 mm at quarry, coarse graded granular sub-base material 53 mm to 26 .5 mm at quarry, aggregates 22.4 mm to 5.6 mm at quarry, aggregates 19 mm to 6 mm at quarry, aggregates 25 mm nominal size at quarry, acrylic polymer bonding coat, alluminium paint, aluminium alloy plate 2mm thick, bearing (cost of parts), bearing (cast steel rocker bearing assembly of 250 tonne ), bearing (forged steel roller bearing of 250 tonne), bearing (pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies/fabricated structural steel assemblies duly painted with all components , bearing (ptfe sliding plate bearing assembly of 80 tonnes ), bearing (supply of sliding plate bearing of 80 tonne), bentonite , connectors/ staples, delineators from isi certified firm as per the standard drawing given in irc - 79 , epoxy compound with accessories for preparing epoxy mortar, epoxy mortar, epoxy primer , epoxy resin-hardner mix for prime coat, flag of red color cloth 600 x 600 mm, flowering plants , geo grids, geomembrane, geonets, geotextile, geotextile filter fabric, grass (doob), grass (fine), hedge plants, hot applied thermoplastic compound (sp. gravity - 2.10), joint sealant compound, ldo for steam curing, modular strip/box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm assembly comprising of edge beams, central beam,2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative, modular strip/box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm box/box seal joint assembly containing 3 modules/cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative, paving fabric, perforated geosynthetic pipe 150 mm dia , perforated pipe of cement concrete, internal dia 100 mm, pesticide, pipes 200 mm dia, 2.5 m long for drainage, plastic sheath, 1.25 mm thick for dowel bars, polymer braids, pre moulded joint filler,25 mm thick for expansion joint., pre-coated stone chips of 13.2 mm nominal size, preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness., pre-packed cement based polymer concrete of strength 45 mpa at 28 days, quick setting compound, reflectorising glass beads, reinforcement strips 60 mm wide 5 mm thick as per clause 3102. aluminium strips), rivets, sapling 2 m high 25 mm dia , scrap tyres of size 900 x 20, selected earth (including royality @ rs. 24.0 per cum & compensation @ rs. 1.10 per cum), sheathing duct, shrubs, steel drum 300 mm dia 1.2 m high/empty bitumen drum, strip seal expansion joint, synthetic geogrids as per clause 3102.8 and approved design and specifications., bitumen paint, aggregate size - 45 mm to 2.36mm, aggregate size - 45 mm to 22.4 mm, aggregate size - 2.36mm to .075 mm, aggregate size- 22.4 mm to 5.6 mm, aggregate size - 63 mm to 45 mm , aggregate size - below 5.0 mm, well graded granular sub-base material 53 mm to 9.5 mm , well graded granular sub-base material 26.5 mm to 9.5 mm , well graded granular sub-base material 26.5 mm to 4.75 mm , well graded granular sub-base material 9.5 mm to 4.75 mm , well graded granular sub-base material 9.5 mm to 2.36 mm, well graded granular sub-base material 4.75mm to 2.36 mm , well graded granular sub-base material 2.36 mm below, stone chips 12 mm size, crushed stone chipping 6.7 mm size 100% passing 9.5 mm and retained on 2.36 mm, (i) 6.7 mm size (passing through 11.2 mm and retained on 2.8 mm) chips., (ii) stone metal for 75 mm bm (sieve designation 45 mm to 19 mm), (iii) stone metal for 50 mm b.m. (sieve designation 26.5 mm to 19mm), (iv) screening type-a (13.2 m
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