Municipal Corporation Tender

Laying of BT Road from Grain Market Gate No. 01 Ex CC Road to EP. No. VKD 1 2/1/6 at Enumamula in W.;Supply of 25.4 mm thick masticpad, placing the same 25mm below top of the pavement slab sealing with hot sealing compound(Grade -A, ISI ) polysulphide at 5.00mts intervals in C.C Pavement including cost and conveyance of materials, labour charges for placing in position for expansion joints complete.

Laying of BT Road from Grain Market Gate No. 01 Ex CC Road to EP. No. VKD 1 2/1/6 at Enumamula in W.;Construction of Gravel base including cost, and conveyance of all materials to work site and spreading in uniform layers by approved means, on prepared surface and compacting with three wheel 80-100 kN static roller / Vibratory Roller 80-100 kN to achieve the desired density at OMC etc., complete for finished item of work as per MoRT&H Specification 401& 408 (5th revision) and as directed by the Engineer-in-charge.

Laying of BT Road from Grain Market Gate No. 01 Ex CC Road to EP. No. VKD 1 2/1/6 at Enumamula in W.;Supplying and placing seperation membranes of impermeable plastic sheeting 125 microns thick under payments slab including cost and conveyance etc complete.

Laying of BT Road from Grain Market Gate No. 01 Ex CC Road to EP. No. VKD 1 2/1/6 at Enumamula in W.;Providing and applying tack coat with Bitumen emulsion (RS-1) @ 0.275 kg per sqm using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD.

Laying of BT Road from Grain Market Gate No. 01 Ex CC Road to EP. No. VKD 1 2/1/6 at Enumamula in W.;Providing and laying Dense graded bituminous macadam with 100-120 TPH hot mix plant producing an average output of 37.50 t per using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

Laying of BT Road from Grain Market Gate No. 01 Ex CC Road to EP. No. VKD 1 2/1/6 at Enumamula in W.;Supply and Laying & Lowering of NP4 1000 mm dia plain ended,Lowering the RCC plain ended pipes carefully into the trench laying them true to alignment and gradient, jointing RCC pipes with cement joints including curing,the cost of jointing materials i.e., Cement Mortar (1:1.5), hemp yarn etc., and testing including filling with water with a water lead upto 500 metres as per BIS No.783/85

Laying of BT Road from Grain Market Gate No. 01 Ex CC Road to EP. No. VKD 1 2/1/6 at Enumamula in W.;Forming embankment with Side earth by mechanical means including pre-watering of soil, removal of top soil, excavation of soils, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (5th revision)

Laying of BT Road from Grain Market Gate No. 01 Ex CC Road to EP. No. VKD 1 2/1/6 at Enumamula in W.;Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per MORTH Section 803.4 and IRC: 35-2015, the material should satisfy the requirements as per MORTH specifications 803.4 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 engineer may carryout random checking of the applied products at 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 nsignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his owncost 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% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be testedas per BS3262, Part-1, 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 conforming to IRC 35-2015 and MORTH Section 803.4

Laying of BT Road from Grain Market Gate No. 01 Ex CC Road to EP. No. VKD 1 2/1/6 at Enumamula in W.;Construction of Gravel base including cost, and conveyance of all materials to work site and spreading in uniform layers by approved means, on prepared surface and compacting with three wheel 80-100 kN static roller / Vibratory Roller 80-100 kN to achieve the desired density at OMC etc., complete for finished item of work as per MoRT&H Specification 401& 408 (5th revision) and as directed by the Engineer-in-charge.

Laying of BT Road from Grain Market Gate No. 01 Ex CC Road to EP. No. VKD 1 2/1/6 at Enumamula in W.;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 complete.

Laying of BT Road from Grain Market Gate No. 01 Ex CC Road to EP. No. VKD 1 2/1/6 at Enumamula in W.;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.

Laying of BT Road from Grain Market Gate No. 01 Ex CC Road to EP. No. VKD 1 2/1/6 at Enumamula in W.;Earthwork in excavation for as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH upto 3m depth Mechanical Means

Laying of BT Road from Grain Market Gate No. 01 Ex CC Road to EP. No. VKD 1 2/1/6 at Enumamula in W.;RBR-CCPV-5- Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 53 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Laying of BT Road from Grain Market Gate No. 01 Ex CC Road to EP. No. VKD 1 2/1/6 at Enumamula in W.;Providing and laying Bituminous concrete With 100-120 TPH hot mix plant producing an average output of 37.50 tonns per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects using Grading - II-13 mm (Nominal Size) using VG 30 BT Bitumen@ 5.4 per cent of weight of mix VG 30