Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date28 Dec 2024
Closing Soon7 Jan 2025
Tender Amount₹ 4,36,00,000 
Notes
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Costs

Description

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BOQ Items

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Providing and laying of PCC M15 levelling course 150mm thick below the pile cap. MoRT&H 12.39 and specification 1100&1700.

68

5500

374000

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Cement Concrete for Reinforced Concrete M 35 in Pile Cap complete as per Drawing and Technical Specification. MoRT&H 12.38 and specification 1100, 1500 &1700.

291

7700

2240700

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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.MoRT&H 12.40 and specification 1600.

58

78350

4544300

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Dismantling of Reinforced Concrete Pile head Complete as per Drawing and Technical Specification

40

1650

66000

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Plain/Reinforced cement concrete RCC Grade M30 in sub-structure complete as per drawing and Technical Specifications. MoRT&H 13.5 and specification 1500, 1700 & 2200

268

7170

1921560

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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Sub Structure complete as per Drawing and Technical Specifications. MoRT&H 13.6 and specification 1600 & 2200.

21

78500

1648500

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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

8

21100

168800

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Furnishing and Placing M40 Grade Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification. MoRT&H 14.1 and specification 1500 &1600 1700.

247

8000

1976000

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Supplying fitting and placing of Un-Coated HYSD Bars reinforcement in foundation complete as per drawing and technical specifications .

33.5

78750

2638125

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Crash Barrier for bridge (Height 1100 mm) as per details given IRC - 5 (fig.-2)(Area-0.298 sqm. For 1 meter length),(M40 grade concrete & HYSD steel reanforcement)

66

4550

300300

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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

26.5

12600

333900

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Drainage Spouts complete as per drawing and Technical specification. MoRT&H 14.9 and specification 2705.

10

5650

56500

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Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

24

14200

340800

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Lifting, transportation, carrying to launching plateform and placing in position RCC concrete girders as per drawing and technical specifications. MoRT&H 14.13 and specification 1800 & 2300.

147

40000

5880000

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High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications

8

141000

1128000

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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification(M-30)

27.94

10500

293370

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Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5

10400

175

1820000

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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

294

2950

867300

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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam with 1% cement and 3.5 % Emulsion Specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

114

7050

803700

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Construction of Shoulder with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5

336

195

65520

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Providing and laying dense graded bituminous macadam with 120 TPH batch type HMP producing an average output of 30 cum per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, 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 as per MoRTH specification clause No. 507 complete in all respects. Grading-II including bitumen VG-30..

57

10900

621300

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Providing and applying tack coat with Bitumen emulsion using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.including bitumen VG-10.

1595

11

17545

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Providing and laying bituminous concrete with 120 TPH batch type hot mix plant producing an average output of 30 cum per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent of mix and filler, transporting the hot mix to work site, 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 as per MORTH specification clause No. 509 complete in all respects. Grading-II. including bitumen VG-30.

47

12500

587500

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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 as item no.4.1 B

57

2900

165300

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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810

100

3100

310000

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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

100

2900

290000

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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

200

5000

1000000



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