Public Works Department Tender

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Public Works Department - PWD Tender

Works
Eprocure
Opening Date11 Nov 2020
Closing Date2 Dec 2020
Tender Amount₹ 1,70,50,618 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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Sand Filling in Plinth including supply of Necessary Qty of Local sad from a distance not exceeding 8Km from the site of work and incuding watering dressing etc. rate to include cost of all material, labour and T&P etc. requred for proper completion of Work. (SI No- 255+ Cost of Local sand)

49

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600

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Plain Cement Concrete in Open Foundation in base complete as per Drawing and Technical Specifications 1500, 1700 & 2100. P.C.C M-15 in foundation

114.34

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7525

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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25

81

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8525

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Plain/Reinforced Cement Concrete in Sub structure complete as per Drawing and Technical Specifications. RCC Grade M25

159.24

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9050

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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M25

135

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9900

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Supplying, fitting and placing HYSD bar reinforcement complete as per drawing and technical specifications

56.49

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66000

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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

80

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100

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Drainage Spouts complete as per drawing and Technical specification

8

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1600

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

72

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1700

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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.

350

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4200

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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

430

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2700

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Plain/Reinforced Cement Concrete in foundation complete as per Drawing and Technical Specifications. RCC Grade M20

57.35

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8200

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Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and technical speficiations .

7.38

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6500

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Construction of embankment/shoulder with approved material obtained from borrow pits (Local Earth) with all lifts and lead of 1km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.Including cost of all material,Labour,T&P etc. complete as per MORT&H specification and as per direction of Engineer-in-charge.

9500

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110

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Ist class bedding of 40mm gauge Brick Ballast under and side of the hume pipe. SI No- 273

10

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2900

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Providing and laying of 1000mm dia HPNP3 at site including all labours and materials etc.

37.5

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7300

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Brick on Edge pavement in BOE Soaling Road with SOB/Class-150 bricks laid dry joints filled with local sand Rate inclusive of all material, labour, T&P, preparation of base complete as directed by Engineer in Charge. S I Item No -762

1125

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450

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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 2% cement with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

210

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4600

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Providing, laying, spreading and compacting graded stone aggregate of approved quarry to wet mix macadam after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% cement and 3.5% Emulsion in uniform single layer on sub base/ subgrade and and compacting with the road roller to achieve the desie density as per MORTH specification and as per direction of Engineer-in-charge.

107

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7400

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Providing and applying tack coat with Bitumen VG-10 using Bitumen Pressure distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

980

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9.5

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Providing and laying dense graded bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder as per job mix , 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 MoRT & H Specifications Clause 507 complete in all respects.

58.8

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9000

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Providing and laying bituminous concrete using Computerized HMP crushed aggregates of specified grading, premixed with bituminous binder as per job mix, transporting the hot mix to work site,laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H Specifications Clause 509 complete in all respects.

39.2

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9700



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