Krishna Bhagya Jala Nigam Limited Tender

Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars withcement mortar 1:2 including cost of all materials, labour,curing complete as per specifications. Specifications. No.KSRB 1000, 2300 MOST Specification No.1000 / 2300. 600mm. dia complete as per sapecifications with all lead and lifts as directed by Engineer-in-Charge.

Providing fabricating and placing in position renforcement steel for RCC works including cost of all materials,machinery, cleaning, strenthening, cutting,bending, hooking, lapping, welding, wherever required tieing with 1.25mm dia soft annealed stell wire etc., complete with all lead and lifts. complete as per sapecifications with all lead and lifts as directed by Engineer-in-Charge.

Providing and removing centering, shuttering, strutting propping etc,. And removal of form work for foundation, footing bases of columns for mass concrete including cost of all materials labour complete as per specification.No.KBS 4.6.2 complete as per sapecifications with all lead and lifts as directed by Engineer-in-Charge.

Loosening, levelling and compacting origial ground supporting embankment to facilitate placement of first layer of embankment/ subgrade, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment/ subgrade.including HOM constuction, labouretc complete as per specification MORTH Specification No. 305.3.4 complete as per sapecifications with all lead and lifts as directed by Engineer-in-Charge.

Providing and applying tack coat using 80/100 grade bitumen (VG10) on granular base such as WBM surfaces hot bitumen primed at 4 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 specifications. lause 503 of MORTH / Chapter V revision complete as per sapecifications with all lead and lifts as directed by Engineer-in-Charge.

Reinforced cement concrete M-15 Grade 200m stone (Hectometer stone) of standard design as per IRC:26-1980, fixing in position including painting and printing etc complete as per specifications. including additional M-15 concrete pedestal of 0.2mt. height above G.L. MORTH Specification No. 804 complete as per sapecifications with all lead and lifts as directed by Engineer-in-Charge.

Plain Cement Concrete M10 in Foundation mix with crushed stoneaggregate 40 m nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for14 days complete as per specifications MORTH SpecificationNo. 408 complete as per sapecifications with all lead and lifts as directed by Engineer-in-Charge.

Providing and laying in position Plain cement Concrete of mix 1:2:4 with OPC cement @240kgs, with 40mm and downsize graded granite metal coarse aggregate @0.878cum and fine aggregate @0.459cum machine mixed,concrete laid in layers not exceeding 15cms,thick well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery,curing complete as per specifications. Specifiaction No. KBS 4.1, 4.2 complete as per sapecifications with all lead and lifts as directed by Engineer-in-Charge.

Cement concrete pavement. Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1051.2.2 M30 at 450 kg per cum, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25mm, 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 in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, selant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per specifications. M30 (at ___ kg per cum coarse agrregate @ 0.69 cum and fine agregate @ 0.46 Cum)

Water Bound Macadam 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. MORTHSpecification No. 404 Crushable type such as Moorum or Gravel for grading II complete as per sapecifications with all lead and lifts as directed by Engineer-in-Charge.

Providing and and fixing 250 mm wide, 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specification including cost of materials, labour complete with all lead and lifts.as directed by-Engineer-in charge

Excavation by mechanicall means in ALL TYPES OF SOIL by Mechanical means including cutting and loading to tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross section , and transportation with a lead of 1.00 km and complete as per specifications. MORTH specification no.301 complete as per sapecifications with all lead and lifts as directed by Engineer-in-Charge.

. providing and laying Design mix M20 with OPC cement @ 320kgs,with 20mm and down size graded granite metal coarse aggregates@0.69cum and fine aggregates @ 0.46cum, with superplastisiser@3lts confirming to IS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering as per specification- i) Upto 5 mheight

Direction and Place Identification Signs with size morethan 0.9 sqm Size Board:-Providing and erecting direction and placeidentification retro- reflectorised sign as per IRC :67 made of highintensity grade sheeting vide clause 800.1.3, fixed over aluminiumsheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mildsteel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to theground by means of properly designed foundation with M-15 gradecement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level asper approved drawing complete as per specifications. MORTHSpecification No.801 complete as per sapecifications with all lead and lifts as directed by Engineer-in-Charge.

Providing and applying primer coat with S.S bitumen emulsion on prepared surface of granular base such as WMM including clearing of road surface and spraying primer atthe rate of 0.60 kg / sqm using mechanical means complete as perspecifications. MORTH Specification No. 502 complete as per sapecifications with all lead and lifts as directed by Engineer-in-Charge.

Providing and laying semi dense bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete in all respects complete as per specifications. - using40/60 TPH capacity H.M.P. with Mechanical Paver Gr-II (25 mm to 30 mm) with 5 % VG-30 Bitumen complete as per sapecifications with all lead and lifts as directed by Engineer-in-Charge.

Earth work in excavation in all kinds of soils for foundation of structures as per drawing and technical specifications,including setting out, construction of shoring and bracing,removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. B. Mechanical Means (i ) Depth upto 3 mtr MORTH Specification No. 304 complete as per sapecifications with all lead and lifts as directed by Engineer-in-Charge.

Providing and laying reinforced cement concrete pipe NP3for culverts including pointing ends, and fixing collars withcement mortar 1:2 including cost of all materials, labour,curing complete as per specifications. Specifications. No.KSRB 1000, 2300 MOST Specification No.1000 / 2300. 600mm. dia complete as per sapecifications with all lead and lifts as directed by Engineer-in-Charge.

Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications.(Including cost of gravel / murrum, watering charges & compaction by vibrat ory roller to 95% of proctors density) MORTH Specification No. 305 complete as per sapecifications with all lead and lifts as directed by Engineer-in-Charge.

Boundry Pillar:- Reinforced cement concrete M-15 grade boundry pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting complete as per specifications.MORTH Specification No. 806 - for Gaurdstone complete as per sapecifications with all lead and lifts as directed by Engineer-in-Charge.

Construction of Subgrade and Earthen Shoulders.KSRRB M300-55. Construction of sub-grade and earthenshoulders with approved material Gravel/Murrum with all lifts &leads, transporting to site, spreading, grading to required slopeand compacted to meet requirement of Table No. 300-2 completeas per specifications (including cost of earth, watering charges &compaction by vibratory roller) MORTH Specification No. 30 complete as per sapecifications with all lead and lifts as directed by Engineer-in-Charge.

Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, by manual means, in area of light jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials labour charges complete as per specifications. MORTH / Chapter 2 complete as per sapecifications with all lead and lifts as directed by Engineer-in-Charge.