Department Of Local Government Tender

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Department Of Local Government Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date1 Apr 2025
Closing Date15 Apr 2025
Tender Amount₹ 56,97,101 
Notes
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Costs

  • EMD

    ₹ 1,13,940
  • Document Cost

    ₹ 1,000
  • Tender Fee

    ₹ 5,900

Description

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BOQ Items

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Water Bound Macadam Grading II: Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled 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 aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications

177.45

2472

438755.77

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Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications

1146.65

75

86778.47

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Tack Coat @ 0.40kg per sqm: Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications

10225.48

24

255125.73

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Bituminous Macadam 50mm to 75mm thickness (Grading II): Providing and laying bituminous macadam 50mm to 75mm thick with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @3.4%, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications

124.89

8126

1014962.3

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Semi-Dense Bituminous Concrete 25mm to 30mm thickness (Grading II) Providing and laying semi dense bituminous concrete 25mm to 30mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5%, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per IRC-111 (2009) specifications

247.77

10461

2591964.09

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Water Bound Macadam Grading II: Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled 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 aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications

106.44

485

51623.4

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Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. Depth not exceeding 3 m BGL All kinds of soil except rocky

692.25

104

72201.68

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Providing&fixing560mm,500mmand450 mminternal diametrecircular or 450mmx 600mmclear insideopeningrectangularRCC manholecoverandframeISImarkedasper IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes includingcement concretecopping (M:20)aroundtheframeetc.Diaofsteel for lifting hook is 16mm (for EHD and HD RCC Man hole cover with Frame 560mmi/dRCCmanholecoverwithframeas per ISI Heavy duty

40

2045

81836

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Providing, laying in trenches to correct gradientandalignmentandjointingofUPVC pipeshavingISI specificationIS:15328-2003 class-SN-8markedmake Supreme, Finolex, Kissan, Jain, Prince or equivalent good on themand laying the same in trenches to correct alignment andgradients, cuttingand jointing, testing for water tightness and making good the leakages and defects includingcostofspecials(SpecialsandSolvent should be of samemake as that of pipes) complete in all respects 200mm o/d pipe

170

1964

333905.5

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Providing & Fixing RCC Road Gully grating & frame RCC Road Gully grating & frame size 610mm*457mm

44

1519

66842.6

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Constructing brick masonry road gully chambers as per standarddrawings (as per sizesgivenbelow) includingdressingofbeds andsidesofchamberstoexactprofiles,15cm thick C.C 1:6:12 in foundation, first class brickwork laid in cement sandmortar 1:5, 40mmthick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mmthickneatcementlaidinoneoperation tothetopping, theentireinnersurfaceof the chamber renderedwithneat cementnot less than 12.50mm in thickness of 1:2 cement sandplasterandfinishedwithafloatingcoat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully gratingandframeincludingpaintwithcoaltar (asspecifiedinitemNo.29.49)completeand to the requirement of the Engineer-In-Charge Single Road Gully chamber Size 610mm x 457mm x 800mm

34

6300

214233.32

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LOADING AND UNLOADING Stone(buildingorpitching)Sand, Earth, Fly Ash, Bajri, Shingle, Spalls, Brickbats, Brick ballast and Stone metal.

270.54

20

5551.48

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CARRIAGE Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone boulders, Kankar and building rubbish, Earth 5.0 KM

270.54

205

55625.73

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ESCALATION 3%

1

165158

165158



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