Roads And Buildings Department Tender

Providing, laying, spreading, and compacting stone aggregates of specific sizes to waterbound macadam (Grade-II) (M.C. Metal of size 40 to 63mm) specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 80-100kN static wt. to proper grade and camber, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting etc. complete as per Specification. (45 to 63mm size M.C. Metal).

Providing and laying 37.50mm thick bituminous grout base course with VG-30 bulk tack coat @ 2.5 kg./10 sq.mt. WBM surface and using B.T. stone aggregate as per required gradation with asphalt of VG-30 grade at the rate of 1.99% i.e. 19.90 kg/m.t. including heating & mixing in drum mix plant, transporting the mix, spreading the same by paver finisher and consolidation by vibratory roller as per MORT&H specification including cost of all materials, fuel, labours, tools and plant etc. using contractor's own drum mix plant etc. complete.

Providing and laying 37.50 mm thick bituminous grout base course with VG-30 bulk for tack coat @ 4.0 kg./10 sq.mt. WBM surface and using B.T. stone aggregate as per required gradation with asphalt of VG-30 grade at the rate of 1.99% i.e. 19.90 kg/m.t. including heating & mixing in drummix plant, transporting the mix, spreading the same by paver finisher and consolidation by vibratory roller as per MORT&H specification including cost of all materials, fuel, labours, tools and plant etc. using contractor's own drummix plant etc. complete.

Providing and laying 25 mm thick premix asphalt carpet using 0.66 cm t per 1 m3 mix with M.C. stone agg. & VG-30 Bulk for Tack Coat @ rate of 2.50 kg/10 smt. & using asphalt VG-30 of 33.60 kg i.e. 3.36% by drum mix plant & spreading the same by paver finisher with vibratory roller 80 to 100 KN static wt. incl. Providing all equipment, tools and plants, firewood, oil, kerosene, labour charges etc. complete with contractor's own machineries etc.

Providing and laying bituminous seal coat 0.18 cm t/10 sq.mt. with machine crushed aggregate using 45.00 kg. VG-30 of bitumen per M.T. of total weight of mix agg. (4.50 % of total weight of mix) by drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller 80 to 100 KN static wt. incl. providing all materials, equipments, tools and plants, firewood, oil, kerosene, labour charges etc. comp & flushing sand @ rate of 0.30.

Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including letter and paint etc. complete.

Providing and fixing Hectometer as per I.R.C. type, design, including painting, lettering etc. complete. (ii) Fixing in C.C. 1:5:10.

Providing and fixing indicator stones of approved stone as per I.R.C. type design in C.C. 1:4:8 including whitewashing etc. complete. (ii) Fixing in C.C. 1:5:10.

Providing and fixing guard stone as per I.R.C. type design, including whitewashing, etc., complete. (ii) Fixing in C.C. 1:5:10.

Cautionary Warning Sign: Providing and fixing sign boards made out of 2mm aluminum sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-2012. Pretreated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with High Intensity Prismatic Grade retro reflective sheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T. Specifications; 3.6 mtr long stand post of Iron Angle 75 x 75 x 6mm / 65 NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with best quality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at sites shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each leg including excavation, curing etc. complete under the supervision of engineer in charge. A warranty for 7 years for the Retroreflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting.

Facility Informatory Sign: Providing and fixing sign boards made out of 2mm aluminum sheet / 4mm ACP (Aluminum composite Panel); size 80 x 60 cms. rectangular as per design of IRC-67-2012. Pretreated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with High Intensity Prismatic Grade retro reflective sheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T. Specifications; 3.6 mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with best quality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each leg including excavation, curing etc. complete under the supervision of engineer in charge. A warranty for 7 years for the Retroreflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting.

Regulatory/Mandatory Sign: Providing and fixing signboards made out of 2mm aluminum sheet / 4mm ACP (Aluminum composite Panel); size 60 cms. Dia Circle as per design of IRC-67-2012. Pretreated with phosphating process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with High Intensity Prismatic Grade retroreflective sheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T. Specifications; 3.6 mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with best quality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each leg including excavation, curing etc. complete under the supervision of engineer in charge. A warranty for 7 years for the Retroreflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from a third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting.

Providing and fixing junction board of M.S. plates and angles as per standard I.R.C. design including fixing in C.C. 1:4:8 with necessary excavation, painting, figuring, and lettering on board etc. complete.

Chevron sign: Providing and fixing signboards made out of 1.5mm aluminum sheet/3mm ACP (Aluminum composite panel); size 60x50cm rectangular as per design of IRC-67-2012. Pretreated with phosphating process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with High Intensity Prismatic Grade retro reflective sheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T. Specifications; 3.3mtr long stand post of Iron Angle 75 x 75 x 6mm/65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35x35x3mm; painted with best quality epoxy coatings in black and white bends. The details of symbol or inscription/numerals for each board shall be as per the instruction of engineer in charge. The fixing at sites shall be in 1:2:4 CC block of size 45x45x60cms for each leg including excavation, curing etc. complete under the supervision of engineer in charge. A warranty for 7 years for the Retroreflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-B Type-4 Retro Reflective sheeting.

MMGSY "LOGO" Board: Providing and fixing of MMGSY LOGO informatory signboard with Logo as per section 1700 of MORD Specifications and drawing. The board will be a composite unit consisting of two plates of ACM (Aluminum Composite Material), material specifications as per clause 17001.3. The topmost plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have a plain surface on one side. The angle iron frame of both the plates will be welded to a 75mmx75mmx6mm Mild steel post at Centre and this post will be embedded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond-shaped plate and lower plate is kept 150mm. MMGSY logo, letters and numerals on the ACM should be made up of Retro Reflective sheeting of Type-1 AEG Class-A grade as per the latest MORD section 1700 and IRC 67-2012 specifications. All the section of the frames and posts shall be painted with primer and two coats of epoxy paint. The design,

MMGSY Project Information Board: Providing and fixing of typical PMGSY Project informatory signboard with Logo as per clause 1700 of MORD specifications and drawing. The board will be a composite unit consisting of three plates ACM (Aluminum Composite Material), material specifications as per clause 17001.3. The topmost plate will be of 3mm ACM in diamond shape of 600x600mm size, riveted with MS angle iron frame of 5mm x 25mm x 5mm size on back on edges. The middle 4mm ACM plate will be 1220x150mm size riveted with MS angle iron frame of 25mm x 25mm x 5mm size on back on edges. The main 4mm ACM lowermost plate will be 1500mm x 600mm size, riveted with MS angle iron frame of 25mm x 25mm x 5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have a plain surface on one side. The angle iron frame of the lowermost plate and flat iron frame of the middle plate will be welded to two nos. 75mm x 75mm (12 SWG) sheet tubes posts placed at 1125mm apart center to center. The top of the middle plate will be flushed with the top of 75mm diameter medium steel tube posts and these posts will be embedded in cement concrete M15 grade block of 450 x 450 x 600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the top level of the lowermost plate.

Information board- Providing flat and fixing of typical MGS information board as per instruction. Two MS plates of 1.6 mm thick, of 900 mm x 750 mm size fixed at top & bottom duly welded with MS angles of 25 x 25 x 5 mm thick. MS plates shall be welded by two vertical MS flats & four horizontal MS flats 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes posts duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 75 mm, below ground level. Painting new letters & figures of any shade with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16).

Road marking with hot-applied thermoplastic paints with reflectorising glass beads on bituminous surface, providing and laying a hot-applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sq m area, thickness of 2.5 mm is exclusive of surface-applied glass beads as per IRC: 35-2015. The finished surface to be level, uniform and free from streaks and holes. Zebra patta/bump patta/lane/centerline/edgeline/cut patta. The white color markings should provide luminance coefficient once cement roads shall be min 130 mcd/m2/lux and asphalt roads shall be min 100 mcd/m2/lux during the service life during the daytime. The marking should meet the performance criteria for nighttime reflectivity, wet reflectivity and skid resistance as mentioned in section 15 of IRC 35-2015. Warranty for the retroreflectivity should be two years.

CatEye/RoadStud/RPM: Supplying of Molded Twin Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with microprismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kgs. tested in accordance to ASTM D4280 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 20 mm, 130 mm and 130 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 500 Kgf. 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 The color of the marker should be as per the IRC 35-2015 and as directed by Engineer-in-charge.

Box cutting the road surface to proper slope and camber for making a base for road work, including removing the excavated stuff and depositing it on the roadsides or elsewhere as directed, up to 50 Mt Lead.

Construction of Granular Sub Base (GSB) by providing M.C. coarse-graded material of grading-I, spreading in uniform layers with a motor grader on a prepared surface, mixing by in-place method with a rotovator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per MORTH specification.

Providing and filling in foundation with ordinary cement concrete M-100 mix including formwork, vibrating, and curing complete. (A) Foundation and Plinth.

Providing and laying controlled cement concrete M-30 and curing complete, including compacting with surface mechanical vibrator, mechanical floater, channelling, formwork, grooving, including providing dowel bar, tie bar, expansion joint and construction joint, including filling asphalt filler joint as per instruction of Engineer in charge.