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 Date22 Jan 2025
Tender Amount₹ 1,47,00,000 
Notes
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Costs

Description

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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 as per MORD specification 401

372

3400

1264800

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Plain/Reinforced cement concrete in open Foundation complete as per drawing and Technical Specifications. As per MORT&H specification clause 1500,1700&2100(Grade M 15) for P.C.C.

175

5900

1032500

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Furnishing and placing Reinforced /Prestressed cement concrete in super structure as per drawing and technical specification (RCC Grade M 30 using batchiong plant transit mixer & concrete pump)

470

7100

3337000

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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

46

78000

3588000

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Providing weep holes in brick masonary /plain/ reinforced concrete abutment wing wall returen wall with 100 mm dia AC pipe extending through the full width of the structure with slop 1V:20H towards drawing foce complete as per drawing and technical specification SI No 13.08

5

260

1300

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Providing and laying cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Techanical Specification SI No 14.4

11

8580

94380

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Providing and laying 150 mm thick flat stone apron embeded in M15 Concrete.

83

2850

236550

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Plain/Reinforced Cement complete as per Drawing and Technical Specification P.C.C Grade M 20.

148

6600

976800

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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.(3 km Carted Earth)

4368

190

829920

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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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.

37

3600

133200

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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)

12

11100

133200

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Providing and applying tack coat with Bitumen emulsion using emulsion distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.(with VG-10))

500

10

5000

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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)

7.5

12400

93000

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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No.300-2 (As per MORTH sps-)

89

74

6586

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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

449

105

47145

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Providing and laying reinforced cement concrete pipe NP3 for culvert on first class beeading of granular material including fixing with cement mortar 1:2 but excluding excavation ,protection works, backfilling ,concrete and masonry works in lead in head wall and parapets clause 1106 .750 mm dia

45

4900

220500

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Brick soling with straight over burn bricks on edge laid dry joint filled with local earth including all labour finished to the required templet and in proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in-charge.

355

580

205900

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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification & as per MORTH specification.

37

2980

110260

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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 as per MORT&H specification 401

142

3400

482800

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Providing and laying boulder apron on river bed for protection against scour with stone boulders weighing not less then 40-60 kg each complete as per drawing and Technical specifications

197

2850

561450

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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

5

5780

28900

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M20 using batching plant transit mixer & Concrete pump

5

6580

32900

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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 811

100

3100

310000



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