Highways Department Tender

Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specifications for Road and Bridge Works-IV Revision; 2001 Published by Ministry of Surface Transport (Roads Wing) in the 40mm wide expansion gap provided in between decks over abutments with fatigue tested structural steel section at the nosing and anchorage assembly, including cost and conveyance of all materials, cost of testing as per the MOST specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per MoRT&H specification V revision

Manufacturing, supplying and fixing of STAINLESS STEEL HANDRAILS for FOOTPATH AND STAIRCASE near wet riser using 50mm dia 304L grade stainless steel pipe of 1.60mm thick will be provided with tubular supports made of 304L grade stainless steel pipe of 25mm dia of 1.60mm thick welded to the railing. The supports will be grouted into the wall and provided with 93.00mm thick stainless steel circular base plate of 304 grade. The rate shall included for grouting into concrete with necessary supporting arrangements the hand rail in floor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges, etc. complete as per MoRT&H specification V revision

Supply of fabrication of Fe-500 Steel requried for all RCC items of works involved in the schedule,including cost of steel at site and costr of fabrication labour charges for cleaning the rods strainghtening, cutting, bending, tying grills, including over laping to the required length wherever necessary and placing the reinforcement in position as specified in the drawing includings cost of binding wire , provision of spacer bars,cover blocks and all other incidental charges , etc ., complete as per MoRT&H specification V revision

Supply of fabrication of Fe-240Steel requried in the schedule,including cost of steel at site, cost of providing and cost of fabrication, labour charges for cleaning the rods, strainghtening, cutting, bending, tying grills, including over laping to the required rods, wherever necessary and placing the reinforcement in position as specified in the drawing includings cost of binding wire of 18G , provision of spacer bars,cover blocks and all other incidental charges , etc ., complete Fe -240 grade for MESH REINFORCEMENT as per section 1600 of MoRT&H specification V revision

Provision for Disposal of surplus Earth Disposal of excavated earth by transfer with a lead of 5 km away from worksite as directed by the Departmental officers for disposal as per Standard specifications and all other incidental charges etc., Complete.

Providing Service Road to LUS Earthwork excavation in all classes of soil except including removal and satisfactory disposal of all materials necessary for the construction of road and side drains in specification and line grades and cross sections shown in the drawing or as directed by the engineer (MoRT&H) Sl.No.62 for box cutting of service roads and approaches.

providing of Granular subbase plant mix (Grade V) by coarse graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achive the desired density, complete as per clause 401 of MoRT&H specification V revision

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MoRT&H specification V revision

Providing and laying prime coat over WBM/WMM surface using 7.00 Kg of Emulsion Bitumen (SS1) per 10 Sq.m area for preparatory to another bituminous construction over it, including cost of material, labour charges rental for machinery, fuel and all other incidental charges etc, complete as per Cl.502 of MoRT&H specification V revision

Providing and laying tack coat over WBM/WMM surface (treated with primer) using 2.50 Kg of Emulsion Bitumen (RS1) per 10 Sq.m area for preparatory to another bituminous construction over it, including cost of material, labour charges rental for machinery, fuel and all other incidental charges etc, complete as per Cl.502 of MoRT&H specification V revision

Providing, laying 50 - 75mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50 - 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20kg of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant of 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross Sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plants required, including all other incidental charges etc., complete as per specification using CMP as per Clause 505 of MoRT&H specification V revision

Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36mm and below with 50.30kg of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant of 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross Sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per Clause 507 of MoRT&H specification V revision

Provision for Painting Painting two coat with readymix plastic emulsion paint with approved colour including prime coat over the cement surface complete including scraping and cleaning and removal of dirt of parts and for zebra marking etc., complete

Provision for Tiles Flooring For Staircase Supplying and fixing in position cement based hydraulically pressed anti skid ties in cement mortar CM 1:3 20mm thick and pointed with same color cement etc including conveyance and labor charges etc complete as per relevant standard specification over landing slab and steps of staircase

Providing Load Bearing Slab cum drain in Dindigul and Karur side Earthwork excavation in all classes of soil except soft disintegrated rock and medium rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation of drain

Filling with Msand below levelling course including cost and conveyance of sand to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for filling Msand.

Vibrated cement concrete of grade M15 Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths,Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for base course below bottom slab.

Vibrated Reinforced Cement Concrete of grade M30 (Design Mix)using ISS size graded HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Base slab

Drain wall

Top Slab

Supply and fabrication of Fe-415 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete, S-415 grade

Supply and fixing class I PVC pipes of 110 mm dia of required length in drain to drain the water including cost and conveyance of all materials to worksite and labour charges for fixing for drainage arrangement.

Providing Road Furniture Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming 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 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle 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 - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year 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) 60 cm Square

60 cm Circular

60 cm Equilateral Triangle

Providing and erecting of Direction and Place Identification Retro Reflectorised Sign made out of High Intensity Micro Prismatic Grade sheeting confirming to Type -IV standards of IRC-67:2012 and ASTM D 4956-09, specification and fixed 2 mm thick Aluminum sheet fixed over a back supporting frame 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x6mm with a clear height of not less than 2.10m from the ground level to the bottom of sigm 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 45cm x 45cm x 60 cm size including cost and conveyance of all materials,equipment,machinery and labour with all lead and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per table 6.6 of IRC 67-2012. The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRN 67-2012.(as per MoRT&H specification No.801). A) Sign board made of Retro Reflective Type IV sheeting, ASTM D 4956 Specification (for Sign having area more than 0.9sqm)

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectoring glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes etc. complete as per MoRT&H specification V revision No.803

Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc.. complete

Providing and Fixing of Flexible Median Marker that are made of tough, high impact resistant, injection molded, thermoplastic body with property of flexibility to provide high durability. The dimension of Flexible Median Marker should not exceed 18.4 cm in height(including shank height),12.5 Cm in width. ,0.65 cm in thickness and shank depth shall be 3.4 cm The body structure shall be rounded at all its corners and edges. The plastic used for molding the Flexible Median Marker should survive impact load of 5kg continuously for 750 times at room temperature. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have flame like shaped body with, fluorescent yellow color retroreflective sheeting of size not less than 90 Cm square, with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc., The Flexible Median Marker shall be fixed by a combination of epoxy adhesive and grouting as recommended by manufacturer

Supplying and installation of delineators(rotary indicators,hazarad markers$object materials) 80-100 cm above ground level painted black@white in 15 cm wide strips fitted with 80x100mm rectangular or 75 mm dia circular reflectorised panels at the top buried or pressed into the ground conforming to IRC 1979 etc complete as per MoRT&H specification No 806

Supplying and fixing of RCC Guide Post of size 1.20X0.20X0.20 with reflective star stickers with tin MS sheet with two side packing and top cover of 0.75 inch with RCC 1:2:4mix using 20 mm HBG ISS metal with 10mm dia bars at vertical and 8mm dia stirrups including 8.25 inchx 4.25 feet mould with star shape of 5 inch and top projection by 0.75x3 inch including cost of all materials to work site etc .complete

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