Municipal Corporation Tender

Collection and Supply of Dust for filling including Cost and coneyance charges, Spreading, Sectioning etc., complete.

Providing concrete for plain concrete (M10) using 220 Kgs Cement ,40 mm nominal size hard stone aggregate , mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications of MORTH

Providing concrete M-15 for plain / reinforced concrete in using 20, 10mm nominal size Graded hard stone aggregate, mechanically mixed, and compacted by vibration including curing complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

For Drain walls

For Drain bed

Plastering for walls in CM (1:4) 12mm thick including cost and conveyance of all materials, labour charges for mixing of mortor watering curing etc. complete.

Construction of granular sub-base by providing HBG meterial confirming to Grading-V of MORT & H Table-400-1 including cost and conveyance of all materials to work site and spreading uniform layers with motor grader or by approved means on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete for finished item of work as per clause 401 MORTH(5th Revision) as directed by the Engineer-in-Charge

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work.

Providing and applying prime coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.70 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and applying tack coat with bitumen emulsion (RS 1) (Bulk) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Tech. specification No 503 MORTH (5 th version) as directed by Engineer-in -Charge

Providing and laying of Dense Graded Bituminous Macadam 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 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 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 necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and laying of 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

Providing quarry rubbish spreading in layers not more than 150 mm thick, sectioning to required camber and gradient, watering and compacting each layer to protors density with OMC compaction using 80 to 100 KN capacity vibratory roller including cost and conveyance of all materials, water etc., to site, hire and operational charges of power roller and other T&P etc., complete duly maintaining the required camber and gradient in the formation as directed by Engineer-in charge .

Supplying of hot applied thermoplastic road marking compound, 2.5mm thick includig reflectorsing glass beads @ 250gms with reflectorising glass beads on bituminous surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applies glass bead as per IRC:35, the material should be of BERGER company BERGER equivalent / Equivalent brand 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 consingment of the said material and will compell the vendor has to repalce 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) Luminanace factor of the material should be in the range of 80-85% at 45degree centigrade as per AASTHOM 249. c)Crack resistance: The applied danel cured for 7 days under amblent 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: Strong E) Softening point:102 degree centrigrade F) Dried film finish: Smooth and uniform G) Night vision: High as directed by the Eingieer-in-Charge and confirming to IS"164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-1997 Taking out put 640 Sq.m

Supply, Delivery and fixing of Road Studs including cost and conveyance of all materials and labour charges for fixing in position as directed by departmental authorities