Visvesvaraya Jala Nigam Limited Tender

KSRRB 300-Compaction KSRRB 300-58. Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications. MORTH / Chapter 3

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

Providing and fixing Pre cast solid concrete kerb stones made out of CC 1:2:4 and finished with CM 1:3 plastering and finishing cutting etc., complete. - of size 450 x 200 x 400 mm

Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 - - 300mm. dia

Constructing brick masonry inspection chamber 450x450mm, and 450mm depth, ( clear inside dimension ) for single pipeline, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover withframe (light duty) 455x610mm internal dimensions, total weight of cover with frame to be not less than 38 kg ( weight of cover 23kg and weight of frame 15 kg) R.C.C. top slab with cement concrete M 15 with 20mm and downsize granite metal, foundation concrete M 5 with 40mm and downsize granite metal inside plastering 12mm thick with cement mortar 1:3, finish smooth with a floating coat of cement on walls and bed concrete complete as per standard design including cost of materials, labour charges, curing complete as per specifications. Specification No. KBS 450x450mm and 450mm depth ( clear inside dimension ) for single pipeline, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover withframe (light duty) 450x450mm

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

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

KSRRB M800- Painting Letters KSRRB M800-6. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803

KSRRB 300 - Excavation for road, drains and similar works KSRRB 300-1. Earthwork excavation by manual means in ordinary 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

KSRB 4.9.2 : 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 design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. Specification No. KBS 4.6.3 - TMT bars Fe 500

Providing and fixing to wall, ceiling and floor unplasticised PVC pipes 10.00 kgf/sq.cm working pressure chemp plast / Wavin or equivalent make with pipe fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials,with 110mm outer dia

KSRRB M400-Construction of Median and Island with soil taken from Roadway cutting KSRRB M400-18. Construction of Median and island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per Clause 400.7 complete as per specifications. MORTH Specification No. 407

KSRRB M600-1. Providing and Constructing of dry lean cement concrete mix CC 1:5:10 @base with OPC 25mm and down size graded granite metal coarse aggregate at 0.86 cum and fine aggregates @ 0.58 cum over a prepared Sub-base coarse and fine aggregate confirming 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, composing with 8-10 tonnes vibratory roller, finishing and curing complete as per specifications. with OPC at 150 kg/cum and coarse aggregate 0.86 cum, fine aggregate 0.58 cum using concrete batch mix plant at 75 cum/hr capacity with fixed form paver. (P.W.D. SR Shimoga Circle, 2018-19 Page No.174, Item No.22.1.2)....Complete with all leads & lifts as directed by Engineer in charge.

KSRRB M600-2. Providing and Construction of 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 sub base with OPC coarse aggregate at 0.64 cum, fine aggregates @ 0.36 cum, coarse and fine aggregate comnforming to IS:383-2016 and Table 600-3 of MORTH-V Revision, with superplastizer at 3 lts 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 dapacity, 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 impermiable 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 compund, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour, hire charges of machineries all lead & lift charges etc., complete as per specifications. clause 601 of MORTH V revision & IS456 Table-5 with OPC at 420 kg/cum and coarse aggregate 0.64 cum, fine aggregate 0.64 cum, fine aggregate 0.36 cum using concrete batch mix plant at 75 cum/hr capacity with fixed form paver. (P.W.D. SR Shimoga Circle, 2018-19 Page No.175, Item No.22.2.2)....Complete with all leads & lifts as directed by Engineer in charge.

KSRB-4-1.3 : Providing and laying in position plain cement concrete of mix 1:4:8 with OPC cement @ 180kgs, with 40mm and down size graded granite metal coarse aggregates @ 0.85cum and fine aggregates @ 0.57cum machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost all materials, labour, HOM, curing complete as per specifications. specification No. KBS 4.1,4.2 (P.W.D. SR Shimoga Circle, 2018-19 Page No.13, Item No.4.3)...Complete with all leads & lifts as directed by Engineer in charge.

Providing and laying plain/reinforced cement concrete for Side Drain using M-20 Nominal Mix concrete with OPC at 300 Kgs with 20mm and down size granite metal coarse aggregate at 0.69 Cum and fine aggregates 0.43 Cum machine mixed well compacted for walls and bottom including centering , Shuttering, Cost of materials, HOM machinery, Curing etc., complete excluding cost of steal as per MORTH specification No. 1500, 1700, 2200. including cost of materials , labour , HOM complete as per specification for Wall and Bottom thickness 15 cm. (P.W.D. SR Shimoga Circle, 2018-19 Page No.271, Item No.37.59.2)...Complete with all leads & lifts as directed by Engineer in charge.

KSRRB M2200-5.9. Providing and laying Design mix M20 with OPC 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69 cum and fine aggregates @ 0.46 cum, with superplastisiser @ 3lts confirming to IS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specification. (P.W.D. SR Shimoga Circle, 2018-19 Page No.227, Item No.28.7.9)...Complete with all leads & lifts as directed by Engineer in charge.

KSRRB M2300-3.1. Providing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. B. RCC - with OPC design mix M25 @ 340 kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47 cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications.(P.W.D. SR Shimoga Circle, 2018-19 Page No.232, Item No.29.5.1)....Complete with all leads & lifts as directed by Engineer in charge.