Public Works Department Tender
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Costs
EMD
₹ 41,735Document Cost
₹ 2,760Tender Fee
Refer Documents
Summary
General-reconstruction Of Damaged Culvert At 5/160 And Providing Drainage Between Km 4/900 To 5/200 Of Peringadi-pallikkuni Road-reconstruction Of Damaged Culvert And Providing Drain
Description
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Contact
Tender Id
2023_PWD_622807_1Bid Award Id
ViewTender No
PWD/RB/TR/8996/2022_5_1_1/1Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.kerala.gov.in/
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BOQ Items
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3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
8.37
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3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
216.99
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OD95210/2022-2023:Bailing out water using 5HP engine and pump set including conveyance to site and erection,cost of fuel,lubrication oil,and other stores,pay of staff,etc.complete (CPWD code 60.2.2)
32
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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.
43.98
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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
98.27
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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
33.78
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12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
2.38
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13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
9.36
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OD95211/2022-2023:Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 63 mm dia PVC pipe 6kgf/cm2, extending through the full width of the structure with slope of 1V : 20H towards drawing foce.Complete as per drawing and Technical Specifications
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
7.58
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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
110
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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
12
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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.
8.25
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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.
110
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5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
110
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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.
30.25
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OD95212/2022-2023:Mixed Seal surfacing by manual means (Type A)-Providing ,laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.20 mm to 0.09mm (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 laying and rolling with a smooth wheeled roller 8-10 tonne capacity and finishing to required level and grade as per technical specification
140.25
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55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm
4
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