Roads And Buildings Department Tender

Providing, laying, and spreading granular materials for sub-base as an unscreened/natural gravel in the required proportion so as to have a mix material gradation of grade II, including spreading in uniform thickness, rolling with a vibratory roller (80-100 kN static wt.) to proper grade and camber, including watering etc. complete.

Providing, laying, spreading and compacting stone aggregates of specific sizes to waterbound macadam (Grade-I) (B.T. Metal of size 45 to 90 mm) specification including spreading in uniform thickness, hand packing, rolling with a 3-wheeled steel/vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.

Providing, laying, spreading, and compacting stone aggregates of specific sizes to waterbound macadam (Grade-II) (B.T. Metal of size 45 to 63 mm) specification including spreading in uniform thickness, hand packing, rolling with 3-wheeled steel/vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.

Providing and applying tack coat, using VG-30 bitumen at the rate 4.0 kg./10 sq. m. on W.B.M./W.M.M. surface including cleaning the surface etc. complete.

Providing and laying 37.50mm thick Bituminous grout base course 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/m³ 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 25 mm thick premix asphalt carpet using 0.66 cm t per 1 sq. mt. mix with M.C. stone agg. with VG-30 for tack coat @ 2.5 kg./10 sq. mt. BT surface and 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. complete.

Providing and laying bituminous seal coat 0.24 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 painting, lettering etc. complete (For O.D. road V.R.)

Providing and fixing Hectometer as per I.R.C. typedesign 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 signs made of 2mm aluminum sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-1977. Pretreated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorized with retroreflective sheeting as per latest M.O.S.T. specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with best quality epoxy coatings in black and white bands. The details of the symbol for each board shall be as per the instructions of the 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 the engineer in charge. (A) Engineer Grade (VR).

Facility Informatory Signs: Providing and fixing signs boards made out of 2mm aluminium sheet; size 80 x 60 cms. rectangle as per the design of IRC-67-1977 pretreated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retroreflective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35x35x3mm & 75x75x6mm as required; painted with best quality epoxy coatings in black and white bands. The details of the symbol for each board shall be as per the instructions of the 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 the engineer in charge. (A) Engineer Grade (VR).

Regulatory/Mandatory signs: Providing and fixing sign boards made out of 2mm aluminum sheet; size 60 cms. diameter circle as per the design of IRC-67-1977 pretreated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retroreflective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm & 75 x 75 x 6mm as required; painted with best quality epoxy coatings in black and white bends. The details of the symbol for each board shall be as per the instructions of the 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 the engineer in charge. (A) Engineer Grade (VR).

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 sign boards made out of 1.5mm aluminum sheet/3mm ACP (Aluminum composite Panel); size 60x50cm 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; 3.3mtr 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 site 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.

Hazard Marker Sign: Providing and fixing signboards made out of 2mm aluminium sheet; size 90x30cms. rectangle as per the design/drawing attached (IRC) pretreated with phosphating process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retroreflective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted with best quality epoxy coatings. The fixing at site 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) Engineer Grade (VR).

Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumen 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 cemented 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.

Citizen's information board - Providing and fixing of typical MMGSY 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).

MMGSY "LOGO" Board: Providing and fixing of MMGSY LOGO informatory sign board 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 600x600 mm size, riveted with MS angle iron frame of 25mm x 25mm x 5mm size on back on edges. The lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mm x 25mm x 5mm 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 75mm x 75mm x 6mm mild steel post at the center and this post will be embedded in cement concrete M15 grade block of 450 x 450 x 600 mm below ground level. The height of the bottom of the lower plate will be 1200 mm from normal ground level. The spacing between the diamond-shaped plate and lower plate is kept 150 mm. 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 sections of the frames and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the MMGSY Logo sign design and as directed by the Engineer-in-charge. A warranty for 5 years for the Retro Reflective sheeting for Type-1 Class-A from the original manufacturer shall be submitted by the contractor.

MMGSY Project Information Board: Providing and fixing of typical PMGSY Project informatory sign board with Logo as per 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 1700 1.3. The topmost plate will be of 3mm ACM in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mm 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 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. The diamond-shaped plate mounted over flat angle iron frame will be connected to the middle plate by square steel section of 47mm x 47mm, thickness 12 SWG having a spacing of 100mm between the diamond-shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond-shaped plate. 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 sections of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the MMGSY Signage Guide and as directed by Engineer-In-charge. A warranty for 5 years for the Retro reflective sheeting for Class-A respectively, from original manufacturer shall be submitted by the contractor.

Providing and erecting a single "W" metal beam crash barrier comprising of a 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical posts, 150 x 75 x 5 mm, spaced 2.0 m centre to centre, 1.8 m high, 1.1 m below ground/road level. All steel parts and fitments to be galvanised by hot dip process. All fittings to conform to IS:1367 and IS:1364. Metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long. Fixed in M-30 Grade Concrete 1.1 x 0.5 x 0.5, complete as per clause 810. Reflector type-4, class-B, High Intensity grade at every post as per drawing, complete as per clause 810.

Excavation for foundation up to 1.5 m depth including sorting out & stacking of useful material & disposing of the excavated stuff up to 50 m. Lead. (B) Dense or hard soil.

Providing and filling in foundation with ordinary cement concrete M-100 mix and providing necessary vertical pin headers including formwork, vibrating, ramming and curing complete.

Providing and filling in foundation with ordinary cement concrete M-150 mix and providing necessary vertical pin headers including formwork, vibrating, ramming and curing complete.

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete up to floor two level.

Providing and laying weep holes in a abutment and return by using PVC pipe of 100 mm dia including laying in proper grade and joining complete etc as per details specification.

Supplying and fixing reinforced concrete heavy-duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications, including setting the pipes in C.M. 1:2, watering and laying (to level or slopes) of Class NP3 of following internal diameters. (v) 900mm dia.

Providing Kachha Diversion may be necessary for traffic and maintaining the same for the period as may be necessary as directed by the engineer in charge.

Dismantling the existing structure including removing & stacking the dismantled materials as and where directed.

Supplying and fixing reinforced concrete heavy-duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2, watering and laying (to level or slopes) of class NP3 of following internal diameters. (i) 300mm dia.

Supplying and fixing reinforced concrete heavy-duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications, including setting the pipes in C.M. 1:2, watering and laying (to level or slopes) of class NP3 of following internal diameters. (v) 1200mm dia.

Providing 15.00 cm thick stone pitching including preparing the laying surface in proper slope and pointing with C:M 1:3 (1 cement:3 sand) and providing rainwater chute at every 10 mt interval etc. complete.

Providing and casting in situ controlled cement concrete M-250 for cement concrete road as directed including tamping, vibrating, finishing, curing, and filling in joints with bitumen complete.

Compaction and finishing of cement concrete road by trimix process, providing extra labour charges for the trimix vacuum dewatering service process. Once cement concrete road surface by using vacuum dewatering pump, floaters, surface vibrator including making rough finish to surface as per in, including levelling the complete road.

Providing and adding & laying surface hardener in Cement Concrete grade M25 at the rate of 3.0 Kg / 10 Sqmt & spreading on flooring as per directed and instructed by Engineer in Charge etc. comp.

Providing, laying, and compacting quarry spalls for road shoulders, including spreading in uniform thickness, rolling with vibratory roller (80-100 kN static wt.) to proper grade and camber, including watering, etc., complete.

Box cutting the road surface to proper slope and camber for making a base for road work, including removing the excavated stuff and depositing on the road side slope as directed.

Construction of granular sub-base by providing granular material of Grading II, spreading in uniform layers with a motor grader on a prepared surface, mixing by in-place method with a front-end loader at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401.

Providing and applying tack coat, using VG-30 bitumen at the rate 2.98 kg./10 sq. m. on W.B.M./W.M.M./B.T. surface, including cleaning the surface etc., complete.

Providing and applying tack coat, using VG-30 bitumen at the rate 3.19 kg./10 sq.m. on W.B.M./W.M.M./B.T. surface, including cleaning the surface etc., complete.

Providing and laying bituminous seal coat 0.18 cm t/10 sq.mt. with machine crushed aggregate using 45.00 kg. VG-30 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.