Visvesvaraya Jala Nigam Limited Tender

Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC at 300 kgs, with 20 mm 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 thicness 10 cm as per the directions of Engineer In charge.

Constructing un-reinforced, plain cement concrete for pavements using Grade concrete M30 over a prepared base with OPC @360 kg/cum, 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 lts 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 levelling 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 and longitudinal joints,including groove cutting charges, joint filler, separation membrane of impermiable plastic sheet of 125 micron, sealant primer, joint sealant, 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,all lead & lift charges etc., complete as per specifications with OPC at 360 kg/cum and coarse aggregate 0.69cum, fine aggregate 0.46cum..as per the directions of Engineer In charge.

KSRRB M2300 -1.1. Providing & placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. A. RCC with OPC design mix M20 @ 320 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69 cum and fine aggregates @ 0.46cum,with superplastisizer @ 3lts confirming to IS 9103-1999 Reaffirmed -2008 .including cost of materials,labour, HOM curing, formworks, scaffolding and centering complete as per specifications.MORTH specifications NO. 1500,1600 & 1700,1800,2300 & IS456 - For Height upto 5m. as per the directions of Engineer In charge.

KSRRB M 2200-6 Providing TMT steel reinforcement fr RCC works including straighting ,cutting, bending, hokking, placing in position lapping and and/or welding wherever required, tying with binding wire ad anchoring to the adjoining members whever necessary complete as per design ) (laps ,hooks & wastage shall not be measured and paid ) cost of materias ,labour , HOM complete as per specfifcations MORTH specifications No. 1600 & 2200 - TMT Bars Fe 500directions of the Engineer in charge of the work.

KSRRB M 2300-14 Providing TMT steel reinforcement for RCC 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 whever necessary complete as per design (laps ,hooks & wastage shall not be measured and paid ) including cost of materials ,labour , HOM complete as per specfifcations MORTH specifications No. 1600 & 2200 -TMT Bars Fe 500 directions of the Engineer in charge of the work.

Providing and Fixing RCC name board of size 1.35x0.60x0.04 mtrs fixed in reinforced cement concrete poles of size .10x.10x2.60 mtrs in cememnt concrete M20 prportion using 20mm and down size graded metal machinemixed with 10mm dia main steel bars and 8 mm dia stirpes as shown in drawing .The board shall be provided with 12 mm thick cement plasterin cement mortar 1:3 on both the sides.The ploes shall be ambedded in the ground for a depth of 0.5m with cement concrete M10 proportion.The board shall be fixed as per the drawing and at the place indicated by the materials ,cost of steel ,centering.transportation charges,fixing charges etc..,The work shall be carried out as per the detailed specifications ,drawings and directions of the Engineer in charge of the work.