Visvesvaraya Jala Nigam Limited Tender

Box Drain :- providing and laying plain /reinforced cement concrete for side drain using M 20 Nominal mix concrete with opc @300 kgs with 20mm and down size granite metal coarse agreegate at 0.69 cum and fine aggregate @.43 cum machine mix well compacted for walls and bottom including centring shuttering cost of materials HOM of machineary curring etc complete excluding cost of steel as per MORTH with all leads & Lifts and as directed by Engineer in Charge. specification no 1500,1700,2200.(PWD SR2018-19,P-271, I 37.59.1)

KSRRB M 2200 -6 .Providing TMT steel reinforcement for RCC works including straightining,cutting,bending,hooking placing in position laping /welding whereever 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 complete as per specifications (PWD SR2018-19,P-229I.T No 28.8.2)TMT Bars Fe 500,with all leads & Lifts and as directed by Engineer in Charge.

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 confirming to IS 9103-2008,concrete laid in layers, well compacted and providing weep holes wherever necessary. with necessary scaffolding, form work etc., including cost of labour, HOM curing etc., complete with all leads & Lifts and as directed by Engineer in Charge.(PWD SR 2018-19,P.no- 257 IT No 34.17)

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.with all leads & Lifts and as directed by Engineer in Charge .(P:176, I:22.6.1,pg no-176,PWD SR 2018-2019)

Providing and laying 100mm thick precast cover slabs over drains of width not exceeding 800mm using M20 concrete reinforced with steel @ 6 kg/sqm ,slabs ,jointed in CM 1:3 proportion and nicely finished including providing holes in the cover slabs wherever necessary for easy drainage of surface water including of labour,materials,HOM,curing,Lead & Lift charges etc., complete as per Morth specification No 1500,1700 ( P.No-272, I.No-37.66,of PWD SR2018-19 B'lore Circle) with all leads & Lifts and as directed by Engineer in Charge.

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.with all leads & Lifts and as directed by Engineer in Charge. (PWD SR2018-19,P 271 ,I-37.60)