Public Works Department Tender

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Public Works Department - PWD Tender

Works
Eprocure
Opening Date10 Mar 2025
Closing Soon15 Mar 2025
Tender Amount₹ 80,00,000 
Notes
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Costs

Description

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BOQ Items

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Granular Filling in Foundation Trenches as per Drawing & Technical Specification

104.04

2340

243453.6

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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.

46.58

7270

338622.06

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RCC Grade M25 in foundation using batching plant transit mixer & manual placing

142.94

10080

1440861.66

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RCC Grade M-30 in Foundation using batching plant transit mixer & manual placing

40.46

10660

431303.6

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RCC Grade M-30 in Super structure using batching plant transit mixer & manual placing

138.7

11165

1548607.83

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RCC Grade M-35 in Super structure using batching plant transit mixer & manual placing

11.59

11280

130707

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Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification

27.13

70215

1905146.53

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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

152

156

23712

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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

68.16

3570

243331.2

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Providing and laying filter materials underneath pitching in slopes complete as per drawing and technical specification'

97.71

3830

374229.3

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Constn. Of embankment with approved materials obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 & 300.2 with lead upto 1000m. As per Technical specification clause 301.5 Cartage 1 Km

2857.37

158

451464.46

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Providing, laying and spreading on a prepared sub grade, adding cement @ 2%by weight to the spread material manually,mixing in place with rotavator & compacting with the road roller at OMC to achieve the desire unconfined compressive strengh and to form a layer of sub base.

27.4

4020

110148

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Providing, laying and spreading on a prepared sub base, adding cement @ 4%by weight to the spread material manually,mixing in place with rotavator & compacting with the road roller at OMC to achieve the desire unconfined compressive strengh and to form a layer of base.

26.9

4290

115401

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Providing and applying tack coat with bitumen (V.G.10) using pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surface cleaned with machanical broom as per 503 of MORD data book

268.75

17

4568.75

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Providing and applying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penitation grade bitumen or emulsion to require line grade and level to serve as vearing coarse on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100 kn static roller capacity finished to required level and grates to be followde by seal coat or either as per Technical Specification Clause 508

268.75

195

52406.25

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Providing and laying seal coat sealing the voids in a bitumenus surface laid to the specified levels grade and cross fall using type-C as per Technical Specification Clause 510

268.75

69

18543.75

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Constn. Of Subgrade and earthen shoulder with approved materials obtained from borrow pits with a lift upto 1.50M. transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 & 300.2 with lead upto 1000m. As per Technical specification clause 301.5

20.75

76

1577

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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.

1950

159

310050

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Providing and Laying Brick on Edge for making Diversion including all material T&P etc. complete for proper completion for the work.

187.5

480

90000

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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

23.44

3630

85078.13



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