Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date20 Jan 2025
Closing Soon23 Jan 2025
Tender Amount₹ 99,50,000 
Notes
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Costs

Description

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BOQ Items

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Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-15) A-40

83

8100

672300

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Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-15) A-20

64

8800

563200

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Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-25)

150

9700

1455000

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Plain/reinforced cement concrete in sub structure concrete as per drawing and technical specification. As per MoRT&H S.I. No.-13.5 (F) & Clause 1500,1700 & 2200 (M-25)

98

10500

1029000

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Providing concrete for plain/reinforced concrete complete in super structure as per drawing and technical specification. As per MoRT&H S.I. No.-14.1 (B) & Clause 1500,1600 & 1700 (M-25)

97.74

11300

1104493.64

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Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawing & technical specifications. As per MoRT&H S.I. No.-12.4 & Clause 1600

7000

88

619500

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Supplying, fitting & placing HYSD bar reinforcement in sub structure complete as per drawing & technical specifications. As per MoRT&H S.I. No.-13.6 & Clause 1600 & 2200

6400

89

572800

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Supplying, fitting & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications. As per MoRT&H S.I. No.-14.2 & Clause 1600

9000

90

814500

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Providing and Laying cement concrete wearing coat M-30 Grade including reinforcement complete. as per drawing and technical specification. As per MoRT&H S.I. No.-14.4 & Clause 2702

14.5

9940

144154.35

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Provinding and laying boulders on river bed for protection against scour with sone boulders weighing not less than 40 kg each complete as per drawing and technical specifications.

195

3140

612300

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Sand Filling in Foundation Trenches as per Drawing & Technical Specification

89

1100

97900

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

37.8

2990

113022

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Providing Weapholes in brick masonry/ stone masonry ,plain/ Reinforced abutment, wing wall , returning wall with 100 mm dia PVC pipe extending through the full width of the Sturcture with slope of 1(v):2(H) towards drawing face Complete as per drawing and technical Specification Clause 614,709,1204.3.7

106

160

16960

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Providing & Laying of asphaltic plug joint to provide for horizontal movement complete As per MORD specification

24

2450

58800

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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.

2100

115

243390

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Construction of granular sub-base grading-I 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.

110.25

3500

385875

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Relaying of GSB : Construction of granular sub-base grading-I 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.

17.33

399

6912.67

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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.

41.08

4200

172557

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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, with 1 % OPC cement & 3.5 % emulsion 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.

40.27

8000

322200

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Providing and laying dense graded bituminous macadam 50 mm Thick with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 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.

22.38

11800

264025

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Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for B.C.

447.5

12

5638.5

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Providing and laying of hot appiled thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35 The finished surface to be level, uniform and free from streak and holes.

11.65

618

7199.7

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Providing and laying bituminous concrete with 100-120 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 @ 5.4 to 5.6 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

13.42

13000

174525

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Construction of subgrade and earthen shoulders 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.

45.39

187

8487.93

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Supply of hume pipe with coller (900 mm dia)

50

4510

225500

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Laying of hume pipe and fixing with coller in 1:2 cement and fine sand mortar complete job.

20

927

18540



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