Public Works Department Tender

Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC at 320 kgs. with 20mm and down size granite metal coarse aggregates at 0.69 cum and fine aggregates at 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, HOM of machinery, curing etc., complete excluding cost of steel as per MORTH specification No. 1500, 1700, 2200. including cost of materials, labour, HOM complete as per specifications. Wall & bottom thickness 15cm ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.

KSRRB M2200-6. Providing T. M.T. steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No.1600 & 2200 TMT Bars Fe 500 ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.

KSRRB M2500-4.1. Providing and laying Pitching stones of size 0.3x0.3x0.3 m on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications including cost of materials, labour, HOM complete as per specifications. A. Stone I Boulder MORTH Specification No. 2504 ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.

KSRRB M300- Construction of Embankment with Material Gravel/ Murrum. KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications.(Including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of proctors density) MORTH Specification No. 305 ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.

KSRRB 300-50. Scarifying bituminous course 50mm to 75mm thick along with premix carpet I surface dressing by mechanical means attached with scarifier without disturbing the base and stacking the debris including cost of all labour charges, HOM complete as per specifications. MORTH I Chapter 3 ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.

KSRRB M400- Wet Mix Macadam KSRRB M400-17. Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406 ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.

KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. MORTH Specification No. 502 ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.

KSRRB 500-9. Providing and applying tack coat using 80/100 grade bitumen (VG10) on granular base such as WBM surfaces hot bitumen primed at 4 kg per 10 sqm, heating bitumen in boiler fitted with spray set (excluding cleaning of road surface) including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH / Chapter 5 ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.

KSRRB M500-17. Providing and laying dense graded bituminous macadam using crushed aggregates of specified grading, premixed with VG30 grade bituminous binder and, transporting the hot mix to work site, laying to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH table 500-10 complete in all respects complete as per specifications.. MORTH Specification No. 507 - using 40/60 TPH capacity H.M.P. with Mechanical paver Gr-II (50 mm to 75 mm) with 4.5 % VG-30 Bitumen ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.

KSRRB M500-19. Providing and laying bituminous concrete with hot mix plant, using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 500.9 complete in all respects complete as per specifications. MORTH Specification No. 509 - using40/60 TPH capacity H.M.P. with Mechanical Paver Gr-II (30 mm to 40 mm) with 5.4 % VG-30 Bitumen ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.

KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 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 complete as per specifications. MORTH Specification No. 803 ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.

KSRRB M800 Road markers I Road stud KSRRB MS00-35. Supply and lnstalltion of Moulded Shank Raised Pavement Markers made of polycarbonate and ABS(Acrylonitrile Butadiene Styrene) moulded body 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 Specifications of Category A of MORTH Circular No RW/ NH/33023/10-97- DO Ill Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 1DO mm and 102 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 mm and height not less than 30 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 ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.

KSRRB 300-2. Earthwork excavation by manual means in hard soil involving an average horizontal throw upto 2 meters and an average lift upto 0.5 m, excavated surface leveled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods complete as per specifications. MORTH / Chapter 3 ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.

KSRRB M2900- PCC M10 in Foundation KSRRB M2900-1. Plain cement concrete M10 mix with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 408 ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.

Providing and laying in position plain cement concrete of mix 1:2:4 with cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69 cum and fine aggregtes @ 0.459cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, for coping. Including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.

KSRRB M800-23.1. Metal Beam Crash Barrier:-Providing and erecting a “W” metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 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 complete as per clause 800.10 complete as per specifications excluding cost of earth work excavation and PCC for fixing. A. Type - A, “W” MORTH Specification No. 810 ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.

KSRRB M300- Scarifying Existing Granular Surface to a Depth of 50mm by Manual Means. KSRRB M300-52.1. Scarifying the existing granular road surface to a depth of 50mm and disposal of scarified material and complete as per specifications. MORTH Specification No. 305.4.3 ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.

Construction of granular sub-base Grading-Vas Sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/ trap/basalt 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 achieve the 98% proctor density, complete as per specifications. Clause 401 of MORTH V Revision ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.

KSRB 14.6-2 :Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and HOM of machineries complete as per specifications. Specification No. KBS ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.

Dismantling size stone masonry in clay mortar and stacking the size stone within a radius of 50m and removing the debris to a distance upto 200m. including cost of materials, labour, HOM complete as per specifications. ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.

Providing and constructing granite / trap / basalt size stone masonry in foundation with cement mortar 1:6 stone hammerd dressed in courses not less than 20 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.13 ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.

Providing and laying in position plain cement concrete of mix 1:2:4 with cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69 cum and fine aggregtes @ 0.459cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, for coping. Including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.

Retro-Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, 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 M 15 grade cement concrete 45 em x 45 em x 60 em, 60 em below ground level as per approved drawing. 900 M M Equilateral triangle -TYPE XI ---- .Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work.