Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date27 Apr 2022
Closing Date4 May 2022
Tender Amount₹ 19,25,753
Costs
EMD
₹ 50,000Document Cost
₹ 2,760Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PWD_488164_1Bid Award Id
ViewTender No
PWD/RB/TR/106645/2021_5_1_1/1Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.kerala.gov.in/
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Documents
BOQ Items
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12.4: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.
35.34
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12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)
4.5
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12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
72.92
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12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
44.63
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12.8.E.1.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 - Using Concrete Mixer
13.8
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OD84389/2021-2022:Dry rubble masonry
43.27
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OD84693/2021-2022:Bailing out water using pump aboVe 10 HP and up to 20 HP - Bailing out water with engine and pump set above 10 Hp and upto 20 HP including conveyance to site and erect , cost of fuel, lubrication oil and other stores, pay off staff etc complete
60
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OD84698/2021-2022:Back filling behind abutment wing wall and return wall complete as per drawing and technical specification Earth
22.05
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OD130817/2021-2022:Providing dowel bars 1.00m long fixed in 20.00m dia drilled holes30cm depth and including cement grouting using 16mm dia bars.
30
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13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
4.76
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13.8: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
30
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3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
20
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4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
24
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4.12: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.
12
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5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
120
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5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
494
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OD148046/2021-2022:Close graded Premix surfacing ,mixed seal sufacing: - case 1 , type -A by manuel means. providing laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.09mm (Type A) aggregates using penetration grade bitumen using VG 30to the required line,grade and level to serve as wearing course, on a previously prepared base including mixing ina a suitable plant , laying and rolling with smooth wheeled roller 80-100 KN capacity , and finished to required level and grade.
494
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Chiseling
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2.9.3:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Hard rock (blasting prohibited)
1.35
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