Public Works Roads Department Tender

Construction of Granular Sub-base by providing coarse Graded Material, spreading in uniform layers with motor graded on prepared surface, mixing by mix in place method with rotovator at OMC and compacted with vibratory roller to achieve the desired density complete as per cl.401 II) For Grading II Material

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tones capacity in stages to proper grade and camber, applying and booming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density (With an initial lead of 5.0km) III) Grading III b) Using Screening Type B

Providing and laying Interlocking Concrete Block Pavement (ICBP) including carriage having thickness (Including Edge restrain) (a) 80mm as per IS 15658 2006 (Compressive strength 40N/mm sq.

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 60cm equilateral traingle

Providing and fixing typical infornmatory sign board with logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted 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 paint as per drawing Clause 1701 and Annexure 1700.1

Kilometre Stone : Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC ;8 fixing in drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer Stone (precast)

iii) 200 m stone

Provision of 15 nos.rumble strips covered with premix bituminous carpet, 15.2 mm high at centre,250mm wide placed at 1m centre to centre at approved location to control speed, marked with white strips of road marking paint.

Earth work in excavation for foundation of structures as per drawing and technical specification, Including settingout, construction of shorting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I) Ordinary Soil Manual Means (Without dewatering) (i) Upto 3.0m depth

Plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clause 802 , 803, 1202, & 1203. I) PCC Grade M-10

II) PCC Grade M-15

IV) RCC Grade M-20

Plain/reinforced concrete in sub structure complete as per drawing and Technical Specifications Clause 802, 804, 805, 806, 807, 1202, & 1204. I) PCC Grade M-15

III) RCC Grade M-20, Height upto 5.0m

Providing and laying reinforced cement concrete in super structure as per drawing and Technical Specification Clause 800, 1205.4 and 1205.5 I) RCC Grade M-20

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202.

Providing weep holes in brick masonary/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope 1V:20H towards drawing face. Complete as per drawing and Technical Specifications.

Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. ii) Sandy material