Municipal Corporation Tender

Junction Development Work;Supply and Fixing of Raised pavement markers (Road Studs) with Twin moulded , shanks - Supplying and Fixing of moulded shanks raised pavements markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 H and complying to specification of category A of MORTH Cirulcar No RW/NH/33023/10-97-Do III, complete as directed by Engineer in charge

Junction Development Work;Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads 2.250gms with refletorising Glass Beads on Bituminous surface at 250gms per sqm area thickness pf 2.5mm is exclusive of surface applied glass bead as per IRC:35 the material should be of BERGER company / BERGER Equivalent and must comply with the following A) White index for the product should be in the range of 60-70 when measured against standard reference. The applied pamel 7/8 number must be submitted for cheaking up the white index in the department lab in case the department engineer may carry out random checking of the applied products at site aganinst the approved panel. In case of any major deviation beyond acceptance limit, department reserve the right to cancle or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desire material as per approved panel at his own cost and additional demurrages may be aclaimed due to loss of man days (as per the rules of the department) B) luminace factor of the material should be in the range of 80-85% at 45 degree centigarade as per AASTHOM 249 C) Crack resistance the applied panel cured for 7 days under ambiet condition and then should be tested as per BS3262 part-1, 1989 and should pass at the range of '0' degree centigrade to 10 degree centigrade D) Adhesion stronge E) Softening point 102 degree centigrade F) Dried film finish smooth and uniform G) Night vision High as directed by the Engineer-in-Charge and confirming to IS:164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997

Junction Development Work;Flooring with high strength Cement Concrete terrazzo/pre-polished/ chequered Step tiles of 25 mm thick (medium shade) set over base coat of cement mortar (1:6) 12 mm thick over CC bed already laid or RCC roof slab, including near cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed with neat cement to full depth mixed with pigment of matching shade including cost of all materials like cement, sand water and tiles etc., complete, for finished item of work,

Junction Development Work;Supply and delivery of R.C.C Bollards of size 4'-6" and 150 mm diameter of M30 grade concrete including cost and conveyance of all materials comolete as directed by the Engineer- in-charge.

Junction Development Work;Fixing of Pre-cast Kerbing blocks of 600 mm length true to its alignment as specified by department to form divider including pointing with cement mortar 1:3 proportion including cost of conveyance of all materials like sand, water, coarse aggregate, cement etc to the site including curing and labour charges etc

Junction Development Work;Supply of precast CC blocks for kerbing made with rubberized moulds of M-30 Grade Design mix, with 350 kgs of cement per cum of concrete, 20mm-6mm nominal size hard granite machine crushed metal at 0.8 cum/cum of concrete and sand at 0.4 cum/cum of concrete including cost and conveyance of all material like sand,water,course aggregate,cement etc (Size: 600x325x150/115 mm)

Junction Development Work;Saw Cut joints for freshly laid concrete pavement including all material labour charges etc complete

Junction Development Work;Vaccum dewatering of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length,vaccum pump to maintain vaccum pressure 0.7-0.8 atmosphere as per the standard procedure,floating with power floater,vibrating using Screed vibrator, mechanical trowelling, finishing with sound edges and corners,including hire and operational charges of machinery ,labour,fuel etc,complete for finished item as directed by the Engineer-in-Charge. (Pg.No.495/594, SSR 24-25, Sl.No.25(b))

Junction Development Work;Supply and placing of the Ready Mix Concrete (RMC) M30 grade Standard Design Mix Concretegrade as per IS4926- 2003 with minimum cement content as per IScode456- 2000 using 20mm graded metal, from standard suppliers approved by the department including pumping, laying concrete, centering, shuttering vibrating / screed / pan vibrating, curing etc. complete but excluding cost of steel and its fabrication charges, for finished item of work. (M30-350 Kgs) {50% natural river sand + 50% rock sand}

Junction Development Work;Supply and placing of the Ready Mix Concrete (RMC) M10 grade Standard Design Mix Concretegrade as per IS4926- 2003 with minimum cement content as per IScode456- 2000 using 20mm graded metal, from standard suppliers approved by the department including pumping, laying concrete, centering, shuttering vibrating / screed / pan vibrating, curing etc. complete but excluding cost of steel and its fabrication charges, for finished item of work. (M10-220 Kgs), {50% natural river sand + 50% rock sand}

Junction Development Work;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH. (without paver finisher)

Junction Development Work;Carting of excavated earth with a lead of about 14 KMts, including cost and conveyance of all materials and all labour charges, contractor profit and over head charges etc., complete for finished item of work as directed.

Junction Development Work;Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). Earth work excavation Ordinary Soil-Manual Means-Upto 3 m depth.

Junction Development Work;Dismantling of Flexible Pavements and disposal of dismantled material upto a lead of 1000m, stacking the serviceable material and unserviceable material seperately as per Technical Specification Clause 202 MORTH (By Mechanical Means)

Junction Development Work;Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH (cement concrete)

Junction Development Work;Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH