Municipal Corporation Tender

Junction improvement;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 -Existing cement concrete

Junction improvement;Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH

Junction improvement;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specificationincluding premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixedmaterial by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base andcompacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve thedesired density including lighting, barricading and maintenance of diversion, etc as Per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

Junction improvement;Supply and placing of Ready Mix Concrete M 10 as per IS-4926:2003 of following grades with minimum cement content as per IS-456:2000 and Standard mix design as per IS-10262:1982, with coarse aggregate of nominal size 20mm and fine aggregate of Zone II as per the mix design approved by the Department from Standard suppliers including cost and conveyance, vertical pumping and Horizontal pumping on all materials, etc., works for basic cost including leveling, grading, spreading, curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete.(RMC-M10) Note: 1.Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used.2. The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design.

Junction improvement;Supply and placing of Ready Mix Concrete M 30 as per IS-4926:2003 of following grades with minimum cement content as per IS-456:2000 and Standard mix design as per IS-10262:1982, with coarse aggregate of nominal size 20mm and fine aggregate of Zone II as per the mix design approved by the Department from Standard suppliers including cost and conveyance, vertical pumping and Horizontal pumping on all materials, etc., works for basic cost including leveling, grading, spreading, curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete.(RMC-M30) Note: 1.Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used.2. The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design.

Junction improvement;Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH

Junction improvement;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specificationincluding premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixedmaterial by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base andcompacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve thedesired density including lighting, barricading and maintenance of diversion, etc as Per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

Junction improvement;Supply and placing of Ready Mix Concrete M 30 as per IS-4926:2003 of following grades with minimum cement content as per IS-456:2000 and Standard mix design as per IS-10262:1982, with coarse aggregate of nominal size 20mm and fine aggregate of Zone II as per the mix design approved by the Department from Standard suppliers including cost and conveyance, vertical pumping and Horizontal pumping on all materials, etc., works for basic cost including leveling, grading, spreading, curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete.(RMC-M30) Note: 1.Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used.2. The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design.

Junction improvement;Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH

Junction improvement;Supply and placing of PCC M15 Nominal mix 1:2.5:5 (Hand mixing) (Cement:fine aggregate: coarse aggregate) using Concrete mixer corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering.

Junction improvement;Construction of RR Masonary in C.M (1.6) prop. Using hard granite stone including cost and conveyance of all materials like cement, sand, water, Granite stone etc. including cost of seigniorage charges on all materials, all taxes including labour for cutting stones to required size and shape, mixing of cement mortar construction, Scaffolding charges etc. complete for finished item of work.

Junction improvement;Raised Pointing to RR Masonary in Cement Mortor 1:3 prop , Including cost & Conveyance of all materials to site, cost of seignaiorage charges on all materials , all taxes, labour charges on all materials, curing etc., complete for finished item of work (As per S.S. 906) per 10 Sqm.

Junction improvement;Filling with Good Gravel soil, including supply and delivery of good gravel for filling, including cost of gravel, seinourage charges and conveyance to site, filling charges, watering, tamping and rammming and all labour charges and operational charges complete as directed by the Departmental officers

Junction improvement;Supply and fixing of precast concrete blocks for paving of M-35 grade and thickness not less than 60 mm forLight traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer'sspecification incl. cost and conveyance of all charges(TBSC-C.IX-02+TBSC-C.IX-06)

Junction improvement;Providing and laying Sand Bed of 70mm thickness below paver blocks complete as per Technical Specifications in MORTH 800

Junction improvement;Construction of granular sub-base by providing well graded material / Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH.

Junction improvement;Supply and fixing of precast cc blocks (of 600*325*150/115mm) for kerbing made with rubberized moulds of M30 grade design mix with 350 kgs cement/cum of concrete.20mm ? 6mm nominal hard granite machine crushed metal at 0.80 cum/cum of concrete and sand at 0.4 cum/cum of concrete including cost and conveyance of all materials like sand water coarse aggregate etc complete. Including Fixing of Precast kerbing blocks of 600 mm length true to its alignment as specified by the Dept to form divider including pointing with cement mortar (1.3) prop Cost and conveyance of all materials like cement, sand, water etc to site, including curing and labour charges for mixing, etc complete.

Junction improvement;Painting with Synthetic enamel paint two coats of approved brand for CC kerbs and Iron railing ettc.including coat and conveyance of all charges

Junction improvement;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 improvement;Supply and fixing of Hazard Marker of size 300mm*900mm. 3MM Aluminium composite material (ACM) Sheet (Havingminimum 0.30mm thick Aluminium on both sides) confirming to IRC 67-2012&MoRTH Specification No.805 etc

Junction improvement;Supply and fixing of precast concrete blocks for paving of M-35 grade and thickness not less than 60 mm forLight traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer'sspecification incl. cost and conveyance of all charges(TBSC-C.IX-02+TBSC-C.IX-06)

Junction improvement;Mild Steel pedestrian guard rail made with square tube of (20*20*2mm) framed with the angle of (50*50*6mm) size of 2000*1200mm width of 2000mm and height of 1200mm weight of 40kgs

Junction improvement;Supply and fixing of RCC bollards of 1 mt tall and 200mm dia including transportation, cost and conveyance charges.

Junction improvement;Supply & fixing of Standard Metal Delineators: Conforming to IRC 67 & 79,Including cost of all materials, epoxy, Machinery, labour,fixing at site for finished item of work.

Junction improvement;Providing And Fixing of Retro Refelctorised Cautionary, 90 cm Equilateral Triangle Mandatory And Informatory Signs (With Definition Board) Made Out of High Intensity Prismatic Grade Sheeting Conforming To Type ? Iv Standards of Irc 67 : 2012 And Astm D 4956 ? 09, Specification And Fixed Over 2mm Thick Aluminium Sheet Fixed Over a Back Supporting Frame of 25mm X 25mmx3mm. Mild Steel Angel And Supported On A Mild Steel Angel Post 75X75X6mm With A Clear Height of Not Less Than 2.10M From The Ground Level To The Bottom of The Sign Board And 0.60M Below Ground Level. The Sign Post Should Be Painted As Per Irc 67-2012 And Firmly Fixed to The Ground By Means of Properly Designed Foundation With M15 Grade Cement Concrete 45cmx45cmx60cm Size Including Cost And Conveyance of All Materials, Equipment, Machinery And Labour With All Leads And Lifts, Loading Charges Necessary For Satisfactory Completion of The Work As Directed By The Engineer In Charge. High Intensity Retro ? Reflection Sheet Shall Consist of Minimum Coefficient of Retro-Reflection As Per Table 6.6 of Irc 67-2012. The Retro Reflection Sheeting Shall Be Covered Under 7 Years Warranty Issued For Field Performance And A Certified Copy of Three Years Outdoor Exposure Report Shall Be Obtained As Per Irc 67:2012 (As Per Mort&H Specification No.801)

Junction improvement;Providing And Fixing of Retro Refelctorised Cautionary ,60 cm Circular Mandatory And Informatory Signs (With Definition Board) Made Out of High Intensity Prismatic Grade Sheeting Conforming To Type ? Iv Standards of Irc 67: 2012 And Astm D 4956 ? 09, Specification And Fixed Over 2mm Thick Aluminium Sheet Fixed Over A Back Supporting Frame of 25mm X 25mmx3mm. Mild Steel Angel And Supported on a Mild Steel Angel Post 75X75X6mm With A Clear Height of Not Less Than 2.10M From The Ground Level to The Bottom of The Sign Board And 0.60M Below Ground Level. The Sign Post Should Be Painted As Per Irc 67- 2012 And Firmly Fixed To The Ground By Means of Properly Designed Foundation With M15 Grade Cement Concrete 45mmx45cmx60cm Size Including Cost And Conveyance of All Materials, Equipment, Machinery And Labour With All Leads And Lifts, Loading Charges Necessary For Satisfactory Completion of The Work As Directed By The Engineer In Charge. High Intensity Retro ? Reflection Sheet Shall Consist of Minimum Coefficient of Retro-Reflection As Per Table 6.6 of Irc 67-2012. The Retro Reflection Sheeting Shall Be Covered Under 7 Years Warranty Issued For Field Performance And a Certified Copy of Three Years Outdoor Exposure Report Shall Be Obtained As Per Irc 67:2012 (As Per Mort&H Specification No.801)

Junction improvement;Supply, delivery and fixing of perforated DI covers with jali of size 0.75*0.75m -130 kg(HD-35) incl.cost and conveyance of all charges