Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 Sep 2024
Closing Date26 Sep 2024
Tender Amount₹ 12,69,001
Costs
EMD
₹ 31,725Document Cost
₹ 2,760Tender Fee
Refer Documents
Summary
Reconstruction Of Collapsed Sidewall And Road Surface Km4/700 Kumminiparamba
Description
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Contact
Tender Id
2024_PWD_691467_1Bid Award Id
ViewTender No
D2-PWD/RB/TR/14678/2024 Dated.18.09.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.keralapwd.gov.in/
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Documents
BOQ Items
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.
19.77
-
-
OD110688/2024-2025:Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (Derived from 60.7.1)
167.94
-
-
OD110772/2024-2025:Dry rubble masonry With Departmental Stone ,without concrete levelling course masonry including packing to compactness to lines and levels ,complete as per direction of Departmental officers at site (Derived from 60.7.1 , labour charges only )
12
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-
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br>
2.38
-
-
12.8.2.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump <br>
12.75
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-
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
1.15
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-
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
20.16
-
-
OD110837/2024-2025:Filling/Back Filling with Quarry Muck Filling up low lying and waterlogged areas and behind Abutments, return walls and Retaining walls with local material/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (LSGD approved OD No. 51.2.3)
22.95
-
-
OD127586/2024-2025:Filling with granular material. Filling up low lying and waterlogged areas and behind Abutments, return walls and Retaining walls withgranular material, spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (LSGD approved OD No. 51.2.3)
45
-
-
2.3.1.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness <br> In area of light jungle - By Manual Means<br>
0.01
-
-
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>
90
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-
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
45
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-
4.2.A.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-III -For lower sub-base - Mix in Place Method
18
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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.
18
-
-
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.
165
-
-
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.
165
-
-
OD110761/2024-2025:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade by manual means
165
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-
12.8.2.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - With Batching Plant, Transit Mixer and Concrete Pump - ( Without formwork) <br>
3
-
-
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