Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date6 Jan 2025
Closing Soon17 Jan 2025
Tender Amount₹ 1,81,30,000 
Notes
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Costs

Description

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BOQ Items

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Dismantling Brick / Tile work/ rubble masonary/ pitching/ etc by mechanical means (GST will be paid extra as applicable)

69.72

390

27190.8

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Dismantling RCC

10

800

8000

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Box Culvert-Excavation of foundation in ordinary soil (Ioam clay or sand) including lift up to 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches.as per S.I. No. 251(GST will be paid extra as applicable)

638.34

115

73409.1

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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.(GST will be paid extra as applicable)

187.77

9450

1774426.5

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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & manual placing (GST will be paid extra as applicable)

82.99

10950

908740.5

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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & manual placing (GST will be paid extra as applicable)

313.33

11980

3753693.4

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Plain/Reinforced Cement Concrete in Super structure complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & manual placing (GST will be paid extra as applicable)

96.84

11980

1160143.2

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Providing and fabrication, transportation, storing, binding and fixing in position uncoated HYSD bar reinforcement in foundation all complete as per drawing and technical specification 1600, 2100. as per SI No 504(GST will be paid extra as applicable)

48.39

78000

3774420

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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M35 using batching plant transit mixer & Concrete pump(GST will be paid extra as applicable)

12.69

11100

140859

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Flat stone 150mm thick embedded in 300mm thick PCC M-15 Grade(GST will be paid extra as applicable)

50.1

9300

465930

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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm Dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (GST will be paid extra as applicable)

45

135

6075

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Back Filling behind aboutment wing wall complete as per drawing and technology sepecification.

186

6150

1143900

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of Mort specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.(GST will be paid extra as applicable)

55.2

5100

281520

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Laying 20mm thick Ashphaltic plug expansion joint(GST will be paid extra as applicable)

25.6

1780

45568

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Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.(GST will be paid extra as applicable)

29.04

2660

77246.4

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Drainage Spouts complete as per drawing and Technical Specification(GST will be paid extra as applicable)

10

5600

56000

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Approach Road- 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..(Carted Upto 6.0 km)(GST will be paid extra as applicable)

3025

155

468875

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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 front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401.

54

5750

310500

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Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site. Laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density.

35.5

10200

362100

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Providing and laying dense graded bituminous macadam with 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50 percent by weight of total mix and filler, fransporting 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. 505 complete in all respects.

17.5

13400

234500

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Tack Coat :- Providing and applying tack coat ( over bituminous surface) with bitumen (VG-10) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. As perSr No. 5.2 & MoRT&H Specification Ref. No. 503 (GST will be paid extra as applicable) including labour cess.

350

11

3850

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BC:- Providing and laying bituminous concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) @ 5.4 percent 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 Sr No. 5.8 & MoRT&H Specification Ref. No. 509 (GST will be paid extra as applicable) including labour cess.

10.5

15100

158550

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PROTECTION WORK - Excavation of foundation in ordinary soil (Ioam clay or sand) including lift up to 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches.as per S.I. No. 251.(GST will be paid extra as applicable)

81.9

112

9172.8

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Providing and laying stone boulder pitching on apron and toe laid over dry bed including boulder as per drawing and Technical specifications .(GST will be paid extra as applicable)

122.85

4450

546682.5



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