Public Works Department Tender

KSRRB 300-58. Compaction of original ground by mechanical means including filling in depression , occuring during rolling, HOM including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work.MORTH I Chapter 3.

KSRRB M400:Construction of granular sub-base Grading-V as Sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/trap/basalt material, mixing by mix in place method by rotavator at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98 % proctor density, including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work. Clause 401 of MORTH V Revision-

KSRRB M400-17. Providing, laying, spreading and compacting cushed 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 materials by 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, including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work.complete as per specifications. MORTH Specification No. 406.

KSRRB M600-1.Providing and Constructing dry lean cement concrete mix CC 1:5:10 base with OPC 25mm and down size graded granite metal coarse aggregate at 0.86cum and fine aggregates @0.58cum over a prepared sub-base, coarse and fine aggregate conforming to IS: 383-2016,aggregate cement ratio not to exceed 15:1, Aggregate gradation after blending to be as per Table 600-1,optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver, compacting with 8-10 tonnes vibratory roller, including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges, curing and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work. Clause 601of MORTH V Revision and IS 456 Table-5 - -do- with OPC at 150 kg/cum and coarse aggregate 0.86cum, fine aggregate 0.58cum using Concrete Batch mix Plant at 75 cum/hr capacity with Slip form paver with electronic sensor.

KSRRB M600-2. Providing and Constructing un-reinforced, dowel jointed, plain cement Pavement Quality concrete for pavements using Grade concrete M40 having Flexural strength not less than 4.50 Mpa over a prepared base with OPC, coarse aggregate at 0.64 cum, fine aggregates at 0.36 cum,Coarse and fine aggregate conforming to IS:383-2016 and Table 600-3 of MORTH V Revision, with Superplastizer at 3 Its conforming to IS 9103-2008. Loading materials to batch mix plant by front end loader,mixed in a cement concrete batch mix plant as per approved mix design,transported to site in transit truck agitator 5 cum capacity, laid with Paver, compacted and finished in a continuous operation as per IRC-15 including cost for providing of contraction,expansion, construction and longitudinal joints, joint filler, separation membrane of impermeable plastic sheet of 125 micron, groove cutting,sealant primer joint sealent, debonding strip,dowel bars at 9 kg/cum, tie rods at 1.15 kg/cum, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour,hire charges of machineries, Aii lead & lift charges etc., complete as per specifications. Clause 601of MORTH V Revision and IS 456 Table-5 - -do- with OPC at 420 kg/cum and coarse aggregate 0.64cum, fine aggregate 0.36cum using Concrete Batch mix Plant at 75 cum/hr capacity with fixed form paver. Including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges,curing and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work.

KSRB 14.6: Providing and laying heavy duty cobble stones 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 and conveyance of all materials, labour, hire charges of machineries and equipment, lead and lift, loading and unloading charges, transporation and all other incidental charges etc., complete the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work. Specification No. KBS – KSRB 14.6-2: do- heavy duty cobble stones 75mm thick

KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WM M including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means , including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges,and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work.Clause 502 of MORTH V revision

KSR RB M500-10. Providing and applying tack coat using 80/100 grade bitumen(VG10) in boiler fitted with spray set distributor at the rate of 0.25 kg per sqm on the existing prepared bituminous surface (primed surface) cleaned with mechanical broom. Including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges,and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work. Clause 503 of MORTH V revision

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 in all respects, including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges,and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work..Clause 505 of MORTH V revision - -do- using 40/60 TPH capacity H.M.P. with Mechanical paver Gr-11 (50 mm to 75 mm) with 4.5 % VG-30 Bitumen

KSRRB M500-19. Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying w ith a paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects complete as per specifications. Clause 507 of MORTH V revision - -do- using 40/60 TPH capacity H.M.P. with Mechanical Paver Gr-11 (30 mm to 40 mm) with 5.4% VG-30 Bitumen,including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges,and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work.

KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravei/Murrum with all lead & lift transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2,including cost of earth, watering charges & compaction by vibratory roller to 97% of modified proctors density), including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges,and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work. MORTH Specification No. 305

KSRRB M2900-1. Providing and laying Plain cement concrete M10 mix with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration , including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges,curing and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work.

KSRRB M2200-6. Providing T. M.T. steel reinforcement for R.C.C. work for sub-structure 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, including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments, transportation charges,labour charges,and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work.(laps, hooks and wastage shall not be measured and paid) MORTH Specification No.1600 & 2200 - -do- TMT Bars Fe 500

Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2, including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges, curing and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work.. No. KSRB 1000, 2300.MOST Specification No.1000 I 2300 – 1200mm. dia

Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 , including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges, curing and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work. No. KSRB 1000, 2300. MOST Specification No.1000 / 2300 - 600mm. dia

KSRRB M300-53. Construction of embankment with approved material Gravei/Murrum transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300-2, compaction by vibratory roller to 95% of modified proctors density,including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges,and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work. MORTH Specification No. 305

KSRRB M800 -14.1 : Reinforced cement concrete M-15 Grade i) 5th Kilometre stones of standard design as per IRC:8-1980, fixing in position including painting and printing etc., complete as per specifications. including additional M-15 concrete pedestal of 0.2mt height above, including cost & conveyance of all materials with all lead & lift, loading & unloading, hire charges of machinery & equipments, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification, design and directions of the Engineer in charge of the work.

KSRRB MS00-14.2. Reinforced cement concrete M-15 Grade Kilometer stone of standard design as per IRC:S-1980, fixing in position including painting and printing etc complete as per specifications. Including additional M-15 concrete pedestal of 0.2mt height above G.L.including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments, transportation charges,labour charges,and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work. MORTH Specification No. 804

KSRRB M800-14.3. Reinforced cement concrete M-15 Grade 200 m stone of standard design as per IRC:26-1980, fixing in position including painting and printing, including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges,curing and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work.. Including additional M-15 concrete pedestal of 0.2mt height above G.L. MORTH Specification No. 804

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 cm x 45 cm x 60 cm, 60 cm below ground level, including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges,and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work. 600 M M Equilateral triangle - TYPE XI

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 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. 600 MM Circle- TYPE XI,including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges,and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of 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 cm x 45 cm x 60 cm, 60 cm below ground level, including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges,and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work. - 600 X 450 mm -TYPE XI

Direction and Place Identification Signs upto 0.9 sqm Size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause, 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing, including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges,and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work

KSRRB M800 Road markers / Road studKSRRB 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 ,including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges,and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work.

Supply & installation of Aluminum-backed flexible prismatic sheeting made of Yellow coloured flexible prismatic sheeting with non-metallic prismatic lens, formed in a transparent, synthetic resin, as retroreflective elements mounted on a Aluminum (AI) foil with a pre-coated pressure sensitive adhesive and easily removable liner,containing screen printed arrow/slant line pattern in black color in a continuous roll format and the sheeting shall be extremely flexible and easy to bend or wrap around bjects, capable of exhibiting very high conformability and non-returning dead-fold characteristics required for application on rough and uneven surfaces,including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges,and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work.

KSRRB MS00-23.1. Metal Beam Crash Barrier:-Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 em 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 ggregates 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, including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges,and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work. Excluding cost of earth work excavation and PCC for fixing. A Type - A, W MORTH Specification No. 810

KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface/ Concrete 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 standards specified. The finished surface to be level, uniform and free from streaks and holes, including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges,and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work.. MORTH Specification No. 803

Providing and fixing RCC name board of size 1.35xk0.60x0.04 mtrs fixed in reinforced cement concrete poles of size 0.1OxO.1Ox2.60mtrs in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 1Omm dia main steel bars and 8mm dia tirrups. The board shall be provided with 12mm thick cement plaster in cement mortar 1 :3 on both the sides. The poles shall be embedded in the ground for a depth of0.5 mtrs with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer incharge of the work. The cost includes excavation, bare cost of all materials, cost of steel, centering, transportation charges, fixing charges, labour, HOM etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work.

Construction of earthen shoulders using good quality of hard soil deposited at site obtained from roadway cutting and excavation from drain and foundation of other structures , transporting to site, spreading, grading to required slope and compacted to meet the requirement as per table No. 300-2 , inclusive of watering charges and compaction by vibratory roller,including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments, transportation charges,labour charges,and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work.

Providing and laying in position plain/Reinforced cement cement concrete M20 for sub-structure/Superstructure works, with cement @ 320 kgs, 20 mm & down size graded granite metal coarse aggregate @ 0.69 cum and fine aggregates @ 0.46 cum machine mixed with super plasticisers @ 3 lts conforming to IS 9103-2008,concrete laid in layers, well compacted and providing weep holes wherever necessary with necessary scaffolding, form work etc.,including cost and conveyance of all materials with all lead and lift,loading and unloading,hire charges of Machinery and equipments,transportation charges,labour charges, curing and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work.