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.

Constructing un-reinforced, plain cement concrete for pavements using Grade concrete M30 over a prepared base with OPC, (coarse aggregate at 0.69 cum, fine aggregates at 0.46 cum,) Coarse and fine aggregate conforming to IS:383-2016, with Superplastizer at 3 Its conforming to IS 9103-2008. Mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the form work as per drawing). & Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished with floaters in a continuous operation including provision of contraction, expansion, construction of longitudinal joints,including groove cutting charges, joint filler, separation membrane of mpermeable plastic sheet of 125 micron, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to line and grade, textured with texturing machine, with OPC at 360 kg/cum and coarse aggregate 0.69cum, fine aggregate 0.46cum,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.

Earth work in excavation for foundation of structures like culverts, retaining walls etc., as per drawing and technical specification, including setting out, construction of shoring and bracing, dressing of sides and bottom, backfilling with approved material, disposal of balance earth as per specifications, 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, HOM etc. , complete. - -do- in all kinds of soil by mechanical means.

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 MOST Specification No.1000 /2300 -750mm. 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.Specifications. No. KSRB 1000, 2300. MOST Specification No.1000 /2300 – 900mm. dia

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 M2700-5. Drainage Spouts using 1OOmm class ‘B’ Gl pipe, 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. 2705

KSRRB M2200- Providing Weep Holes, KSRRB M2200-8. Providing weep holes in Brick masonry / Plain I Reinforced concrete abutment, wing wall /return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing force,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.2706 & 2200

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

Direction and Place Identification Signs with size more than 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 exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm, 2 Nos. 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 ,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. 900 M M Equilateral triangle TYPE XI

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.

KSRRB M2300 - TMT Bar Reinforcement KSR R M2300 -14 Supplying, fitting and placing TMT Bar reinforcement in Super-Structure, 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.1600