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₹ 3,35,20,000 
Notes
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Costs

Description

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BOQ Items

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PCC M-15 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (GST will be paid extra as applicable)

15.18

5960

90472.8

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Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.As per SI No. 1200 & 1900

25.59

90000

2303100

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RCC M-30 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.As per SI No. 1500, 1700 & 2200 G(p)(GST will be paid extra as applicable)

35.95

10500

377475

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RCC Grade M 30- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification As per SI No. 1500 &1600 1700 14.1C(GST will be paid extra as applicable)

493.11

10500

5177655

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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. As per SI No. 2000 & 2200(GST will be paid extra as applicable)

307200

1

307200

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Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. As per SI No.800(GST will be paid extra as applicable)

109.26

4300

469818

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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. As per SI No.2703, 1500, 1600 & 1700(GST will be paid extra as applicable)

54.63

3000

163890

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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. . As per SI No.1600(GST will be paid extra as applicable)

204.99

70000

14349300

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Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. . As per SI No.2600 (GST will be paid extra as applicable)

37.5

4200

157500

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Road Work- Construction of embankment with approved material deposited at site from road way cutting and excavation from drain & foundation of other structure graded and compacted to meet requirement of table No. 300-2 with a lead upto 0.00 m as per technical specification clause 301.5(GST will be paid extra as applicable)

3625.37

100

362537

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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 with lead upto 1000m as per tech. speci. clause 303.1, including stablization with 2% slaked lime including its mixing with rotavator complete two layers.)(GST will be paid extra as applicable)

159

86

13674

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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. (GST will be paid extra as applicable)

79.8

4400

351120

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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 pave.(GST will be paid extra as applicable)

72.63

5400

392202

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Providing and applying primer coat with bitumen/Emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (As per MORTH Specification.) (GST will be paid extra as applicable)

412.5

25

10312.5

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Providing and applying tack coat with bitumen Emusion grade using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous cleaned with mechanical broom. (As per MORTH Specification.) (Including all taxes required & including Cost of bitumen VG-10)(GST will be paid extra as applicable)

412.5

11

4537.5

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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. (Including all taxes required and hire charges of road roller & including Cost of bitumen )(GST will be paid extra as applicable)

20.63

11500

237245

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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 @ 5.40 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 MORTH specification clause No. 509 complete in all respects. (Including all taxes required and hire charges of road roller & including Cost of bitumen )(GST will be paid extra as applicable)

12.38

12500

154750



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