Roads And Buildings Department Tender

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work, excluding seigniorage charges, as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;Construction of Granular sub-base by providing HBG material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem 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 Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;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 (5th revision) and as directed by the Engineer-in-charge

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;Providing and applying tack coat with bitumen VG-10 (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared Granular surface treated with primer cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;Providing and applying tack coat with bitumen VG-10 (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;Providing and laying of 50mm thick Bituminous Macadam with 100 -120 TPH hot mix plant producing an average output of 75 tonnes per hour using hard blasted Granite crushed aggregates of Grading - II as per table 500-7 of MoRT&H specificaion 504 (5th Revision) premixed with bituminous binder of VG-30 grade @ 3.4 % by weight of total mixture, transported to site, laid over a previously prepared surface with 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 opeational charges all T&P and all other contingent charges necessary , complete and as per MoRTH specification No. 504 (5th Revision) .

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;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

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;Providing Vibrated Cement Concrete (1:4:8) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for base coarse below CC Pavement

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;Vibrated cement concrete M 35 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500, 1700, 2100 & 2702 (5th Revision) and as directed by the Engineer-in-Charge for C.C Pavement.

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;Treating the pavement by method of de-watering of surplus water from the concrete immediately after surplus water from the concrete immediately after placing and vibrating to reduce the water cement ratio of an optimum level by means of suitable equipment such as vacuum pump, surface vibrator , suction mat. filter pads, skin floater etc to achieve high strength concrete with side forms as MS channels etc., completed as directed by the engineer- in - charge during execution of work. for CC Road

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;Contraction Sawn Joint groove (using Diamond studded blades) 3 to 5 mm wide and 1/4 to 1/3 depth of slab +or- 5 mm or stipulated in the drawings and dowel bars complying with clause 602.6.5 of specification for road and bridge work(3 rd revision) published new Delhi in 1995 by IRC on behalf of of Government of India, Ministry of Surface Transport as directed in the drawings , the construction joint shall be cut as soon as the concrete as undergone initial hardening and as hard enough to take the load of Joint sawing machine with cut causing damages to the slab the joint ceiling compound shall be hot procured bitumen type having flexibility , resistance to age hardening and durability of he sealant shall be in accordance with BS 5212 (part 2) with all lead & lift including cost and conveyance of all material etc., complete for 50 mm depth For CC Road

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost and conveyance of all materials to site and all labour charges , centering, machine mixing, laying in position,Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for Dividers and Drains

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;Vibrated reinforced cement concrete M 20 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (5th revision ) and as directed by the Engineer-in-Charge for Cover slabs over side drains and for slab at crossings

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;Providing HYSD bars ( Fe-415 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2200 (5th revision) and as per I.S.1786 of 1985 for Drain slab.

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;Providing HYSD bars ( Fe-415 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2100 (5th revision) and as per I.S.1786 of 1985 for CC Pavement.

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;Providing Uncoated Mild Steel bars ( Fe-250 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2200 (5th revision) and as per I.S.1786 of 1985 for CC Pavement

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;Providing 12.7 mm thick Mastic pads for Expansion joints etc., complete for finished item of work

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;Supplying and laying of seperation membrane 125 micron and as per ISI standard specification duly fixing over DLCC including cost, conveyance of all materials etc., complete and as directed by the Engineer-in-Charge during execution of work.

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;Forming embankment with borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P , complete for finished item of work as per MoRT&H specification 305 (5th revision) (Payment will be made based on level for finished item of work).

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;RSI: 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 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 consignment 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 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% 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 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 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 35-1997

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(HI-impact polysterene) or ABS or ASA(Acrylic strene Acrylonitrite) 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/33023/10-97 ? 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+/- 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.

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;Providing and fixing Cautionary / Warning sign boards size 900 mm equilateral triangle made out of Type - XI of ASTM 4956-09 Wide Angle cube cornered Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Alluminium Composite Material sheet having minimum 0.4 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round with and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment,machinery and labour with all leads and lift, loading chages necessary for satisfactorycompletion of the work as directed by Engineer -in-Charge.

Providing Four Lane Road from km 83/500 to 85/800 of Rajampeta Kadiri Thumkur road SH 59 of Galive;Supplying and installation of Hazard Markers/Delinators using M.S. angle of size 55x55x6mm and 120cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand,colour, with 30cm x 90cm Type - XI of ASTM 4956-09 Wide Angle cube cornered Retro reflective sheeting of Yellow colour and confirming to IRC 67:2012 fixed over 3MM Alluminium Composite Material having minimum 0.25 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and Yellow with black stiipes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried into the ground in a trenchof size 30cm x 30cm and 50cm depth filled with CC M-15 including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading and un-loading charges necessary for successfull completion of the work on any road in division as directed by Engineer-in-Charge and conforming to IRC 67-2012 &MORT&H specification No.805 and approved drawings etc., complete for finished item of work.