Recarpeting of Link Road Maulijagran going from Nirankari Chowk to Vikas Nagar Light Point on Route No2

Dismantling of Mastic Asphalt / Bituminous concrete/Bitumen Macadam with latest mechanical means i.e. diamond cutter automatic milling machine including disposal of dismantled material with a (average) lead of 3km and credit of retrieved material complete in all respects and to the entire satisfaction of Engineer in Charge. N.S.credit of Dismantled fixeable Pavment material to be recovred by the agency @ 880 per cum

Construction of 75mm thick compacted Wet Mix Macadam to confirming to clause 406 of MORT&H (Ministry of road transport and highway)specification (5th edition) having as laid, density of 2.2gm/c.c (Two point Two gram per cubic centimeter) by providing laying, spreading and compacting clean, crushed aggregate and granular material conforming to Table 400.12 (Physical characteristics) Table 400.13 (grading) of MORT&H (Ministry of road transport and highway)specifications (5th edition). The material shall be premixed with water at OMC in Mixing Plant/Pan type mixer/Pug Mill and mixed material carried to site by tippers and spread uniformly and evenly on the prepared sub base/base by paver finisher of adequate capacity and all high and low spots remedied by removing or adding aggregate, as required and rolled with 8-10 (Eight to ten tones) tones roller to achieved/desired density. It shall included the cost of tools and plants, carriage of material from stacks, templates, barriers, safety temporary warning lamps at night, chowkidar, maintenance of diversion etc. Complete in all respects as per MORT&H (Ministry of road transport and highway) specification and to the entire satisfaction of the Engineer-in-charge. N.S.

Providing and laying tack coat with bitumen VG-10 @ 3 kg/10 sqm using sprayer pump on prepared surface heating bitumen in boiler and spraying bitumen with spray set fitted on bitumen boiler including cleaning of road surface with complete in all respect as per MORT&H specification and to the entire satisfaction of the Engineer-in-charge

Providing and laying 40mm thick dense graded bituminous macadam with mechanical paver after mixing aggregate and bitumen as per design mix in hot mix plant using minimum @ 4.5% bitumen of grade VG-30 of total mix with aggregate confirming to requirement laid in table 500.8 and as per grading II specified in table 500.10 complete as per clause no. 507 of MORT&H specification rolling with smooth wheeled vibratory and tandem roller as per clause 501.6 and 501.7 to achieve the desired density 2.3gm/cc. complete in all respect and to the entire satisfaction of the Engineer-in-charge.

Providing and laying 30mm thick bituminous concrete as per clause 507 of MORT&H specification with mechanical paver after mixing aggregate and bitumen as per design mix in Hot mix plant using minimum5.5% bitumen of grade VG- 30 and using both coarse and fine aggregate filler stone dust @2% by weight of aggregate confirming to relevant specification laid in MORT&H specification clause 507.2.2 and 507.2.3 with grading confirming to table 500-17 gradation –II of MORT&H specification and density of bituminous concrete as laid 2.35 gm/cc complete in all respect as per MORT&H specification and to entire satisfaction of Engineer-in-charge. N.S

Providing and fixing 100mm thick high density rubber moulded precast cement concrete pavers block grey /coloured/ designer polished (manufactured by vibro hydraulic pressure process) consisting of design mix of cement, sand and fine aggregate having designation M-35 duly ISI Marked including the cost of best quality colours and hardening agents. The paver should be complied with tensile strength and breaking load as per BIS 6717-1993 and shall be tested against resistance to bear as per IS 1237-1980 (specification for cement concrete floor tiles). The paver should be laid over a layer of 25mm thick screened sand to the required slope and requirement complete in all respect and to the entire satisfaction of Engineer-in-charge.

Providing and applying 2.5mm (minimum) thick thermoplastic road marking paint for edge line, central line, stop line, segregation line, zebra crossing, arrows and other road signs etc. The thermoplastic material should be homogeneously composed of pigment, hot resin and glass reflectorising beads @0.250 Kg/Sqm. The gradation of glass beads must be as per table 800.4 and properties of material should be as per table 800.3 of MORT&H specification (5th revision). The work should be complete in all respects and to the entire satisfaction of Engineer-in-charge N.S.

Providing and fixing of Raised pavement markers (Cat eyes) of make 3m series/ Avery Denninson 80/C-80 conforming to ASTM D4280 type H with micro prismatic lens on both sides with 13 sq cum retro-reflective surface area in each lens, having two no. 3cm shanks and fixing the same with suitable epoxy after cutting the road surface for embedding shanks complete in all respects and to the entire satisfaction of the Engineer in charge. N.S.

Providing and fixing of factory manufactured precast cement concrete kerb of size 300mm x 300mm having 100mm thickness and 50mmx50mm half round at top duly vibrated mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerbs / channels with cement mortar 1:2 complete in all respect and to the entire satisfaction of Engineer-in-charge.

Providing and fixing of factory manufactured precast concrete channel of size 300mm x 300mm having 75mm thickness duly vibrated mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between channels with cement mortar 1:2 complete in all respect and to the entire satisfaction of Engineer-in-charge.