Municipal Corporation Tender

Construction of granular sub-base (GSB) by providing Well graded material for Grading III mixing in a Mechanical Mix Plant at OMC carriage mixed material to work site spreading in uniform layers with motor grader on prepared surface and compacting with 80-100 kN Vibratory Roller to achieve the desired density, complete as per Technical Specification of MORTH.

Providing, laying, spreading and compacting graded HBG Crushed stone aggregate to Wet mix macadam specification including cost, seigniorage of all material and including premixing the material with water at OMC in mechanical mixer Plant carriage of mixed material by tipper to site, laying in uniform layers with paver in base course on well prepared surface and compacting with Vibratory roller of 8 to 10 to achieve the desired density etc., as directed by the Engineer-in-Charge and as per MORTH & H Specification for finished item of work. (RBR-SBBS-11)

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per MORTH specification and as directed by the Engineer-in-Charge.

Providing and laying of 50mm thick bituminous macadam (B M) with HOT Mix Plant producing an average output of 37.50 tonnes per hour using hard blasted granate crushed aggregates of Grade.II premixed with bituminous binder of V.G. 30 grade @ 3.40% by weight of total mixer, transported to site laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessay including cost of seigniorage charges on all materials etc., complete and as per MORTH Specification. Note: Quantity of bitumen is proposed for rate analysis only. The actual quantity will deperd upon job mix formula.(RBR-BASC-3-3-II P.No.355)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MORTH & H and as directed by the Engineer-in-Charge.

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Supplying of hot applied thermoplastic road marking compound 2.5mm thick including reflector rising glass beads @ 250gms with reflector rising glass beads on bituminous surface at 250gms per sq. area, thickness of 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 panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department B2engineer may carry out random checking of the applied products as site against the approved panel, In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and with compel the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department) b) luminance factor of the material should be in the range of 80-85% as 45 degree centigrade as per AASTHOM 249 c) Crack resistance: the applied panel cured for 7 days under ambient condition and then should be tested as per BS3262 Part-I 1989 and should pass at the range of '0' degree centigrade to '-10' degree centigrade d) Adhesion: strong 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.

Supplying & Fixing of Molded Shanks Raised Pavement 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 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/1 0-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+t/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the Engineer-in-Charge.

Supplying & Fixing of Molded Shanks SOLAR Raised Pavement Markers (3M /DARK EYE/ Equivalent brand) made of polycarbonate conforming to standard size 125mmx125mmx25mm and 65mm shank height includes clear facings reflectors designed for maintenance free operation with Flash rate 1-2Hz, Aluminum-alloy shell, Ingress Protection confirms to IP67, High efficiency Mona - crystalline Solar panel 3VI 130mA allowing charging at low solar radiation, Low self Discharge(LSD) 1.2V/1.3AH Ni-mh rechargeable battery, Automatic ON/OFF Dusk to Dawn operation, Six high luminance LEDs, Wavelength 630mm with 14,000mcd, Red(Standard), Amber, Blue, Green and white LED colors, Visibility 800 meters, Good even during HAZY Weather, compressive strength confirming to ASTMD 4280-15. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the Engineer-in-Charge.SOLAR ROAD STUDS -At Junctions / Black Spot / Sharp Curves

Rupees One Crore ThirtyNine Lakh FourtySeven Thousand Six Hundred EightySeven Only