Visvesvaraya Jala Nigam Limited Tender

KSRB 4.2.2:Providing and laying in position reinforced cement concret of design mix M-20 with OPC cement @320kgs with20 mm and down size graded granite metal coarse aggregate @ 0.69 CUM and fine aggregate @ 0.460 cum with super plasticisers @ 3 liters confirming to is 9103-1999 reafirmed -2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness) including attached pilasters, columnspillars posts, struts, buttersses, bed blocks, anchor blocks & plinths etc., including cost of all materiesls labour, HOM of machinery, curing , complete but exculding cost of reinforcement as per specifications.Complete with all lead and lift as directed by the Engineer in charge ---- A valid copy of the KPWD Class I or VJNL/KNNL category III and above categorization certificate

KSRRB M2200-6. 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 disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No.1600 & 2200. TMT bars Fe 500.Complete with all lead and lifts as directed by Engineer-in-charge ---- A valid copy of the KPWD Class I or VJNL/KNNL category III and above categorization certificate

Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC at 300 kgs. with 20mm 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 thickness 15cm. Complete with all lead and lifts as directed by Engineer-in-charge ---- A valid copy of the KPWD Class I or VJNL/KNNL category III and above categorization certificate

KSRRB 300-47. Scarifying kankar / gravel/ metal crust by mechanicall means upto 150mm thick and disposal of stuff including cost of all labour charges complete as per specifications. MORTH I Chapter 3 ---- A valid copy of the KPWD Class I or VJNL/KNNL category III and above categorization certificate

KSRRB M 300-52.1 scarifying the Existing granular road surface to a depth of 50mm and disposal of scarified material and complete as per specifications MORTH Specification No.305.4.3 Complete with all lead and lift as directed by the Engineer in charge ---- A valid copy of the KPWD Class I or VJNL/KNNL category III and above categorization certificate

KSRRB 300-58. Compaction of original ground by mechanical means including filling in depression occuring during rolling including cost of all labour, HOM complete as per specifications. MORTH / Chapter 3. Complete with all lead and lift as directed by the Engineer in charge ---- A valid copy of the KPWD Class I or VJNL/KNNL category III and above categorization certificate

KSRRB M400-14.1 Providing, laying, spreading and compacting crushed stone aggregates of granite/trap/basalt of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per specification. A. By mannual means. Morth specification No.404 Crushable type such as Moorum or Gravel for Grading-II.Complete with all lead and lift as directed by the Engineer in charge ---- A valid copy of the KPWD Class I or VJNL/KNNL category III and above categorization certificate

KSRRB M400-14.1 Providing, laying, spreading and compacting crushed stone aggregates of granite/trap/basalt of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per specification. A. By mannual means. Morth specification No.404 Crushable type such as for type - B 11.2mm for Grading-III.Complete with all lead and lift as directed by the Engineer in charge ---- A valid copy of the KPWD Class I or VJNL/KNNL category III and above categorization certificate

KSRRB M400-17 Providing laying spreading and Compacting crushed stone aggregates of granite/trap/basalt to wet mix maccadam 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 subbase /base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications MORTH specification No.406.Complete with all lead and lift as directed by the Engineer in charge ---- A valid copy of the KPWD Class I or VJNL/KNNL category III and above categorization certificate

KSRRB 500-7 Providing and applying tack coat using 80/100 grade bitumen (VG10) on the prepared black topped surfaces at 2.5 kg per 10 sqm, heating bitumen in boiler fitted with spray set (excluding cleaning of road surface) including cost of all materials, labour, HOM of machineries complete as per specificationsclause 503 of MORTH V revision Complete with all lead and lifts as directed by Engineer-in-charge ---- A valid copy of the KPWD Class I or VJNL/KNNL category III and above categorization certificate

KSRRB 500-27. Providing and laying open graded premix carpet of 20mm thick on prepared surface in a single course as wearing course composed of 11.2mm and 13.2mm size stone aggregates 0.027 cum/sqm premixed with bituminous binder at 1.46kg/sqm in mini hot mix plant 6-10 tonne capacity laying manually and rolling with power roller 8-10 tonne, excluding cost of tackcoat, including cost of all materials, labour, HOM of machineries complete as per specifications using VG10 (80/100) grade. Clause 510 of MORTH V revision. Complete with all lead and lifts as directed by Engineer-in-charge ---- A valid copy of the KPWD Class I or VJNL/KNNL category III and above categorization certificate

KSRRB 500-39.1 and 39.2 Providing and laying seal coat for sealing the voids on Bituminous surface,laid to the specified levels,grade and cross fll manually and rolling with power roller 8-10 tonne capacity including cost of all materials,labour,HOM complete as per the specifications.Clause 5.11of MORTH V revision Type B using graded aggregate 2.36 mm and down size at 0.006 cum/sqm wijth bitumen binder VG-10(800/100 grade)at 0.68 kg/Sqm.Complete with all lead and lift as directed by the Engineer in charge ---- A valid copy of the KPWD Class I or VJNL/KNNL category III and above categorization certificate

Constructing un-reinforced, plain cement concrete for pavement 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 superplastisizer @ 3 lts confirming to IS 9103-2008, mixed in a concrete mixer of not less than 0.6cum 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 palte vibrateor and finished with floaters in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, including groove cutting charges, joint filler, separation membrance of impermiable plastic sheet of 125 micron, selant 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.Complete with all lead and lift as directed by the Engineer in charge . ---- A valid copy of the KPWD Class I or VJNL/KNNL category III and above categorization certificate