Public Works Department Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,760Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_706989_1Tender No
52/EE/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.kerala.gov.in/
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Documents
BOQ Items
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.
500.5
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OD75587/2024-2025: Mixed Seal Surfacing - Manual means - Type A - Bitumen VG 30 - Providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 0.9 mm to 11.2 mm (type A) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grade as per technical specification.
500.5
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-
OD75588/2024-2025:Procuring and supplying of approved quality ready mix cold bituminous compound or equivalent to each section stores for pot hole filling works in various roads under PWD Roads Division Idukki, including cost , conveyance , loading , unloading charges etc.
700
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-
OD75591/2024-2025:Providing Vinyl sticker including lettering and Printing to already installed DLP board of Running contract work
5.76
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-
OD138675/2024-2025:Providing and fixing of DLP board for Running contract work with Non-retro-reflectorized Vinyl sign with 1 years warranty manufactured Vinyl Printed sheeting fixed over aluminum sheeting 2 mm thick/ aluminum composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 5O mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy printer and as per approved drawing and clause 801 including lettering symbols etc.
0.72
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-
APPENDIX-B: Premonsoon Works
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2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
7.86
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-
OD75577/2024-2025:Tipper engaged for disposal of serviceable and unserviceable material.
81
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-
OD75578/2024-2025:Excavator engaged for clearing blocked up vent way of culvert, drains and cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per the direction of departmental officers.
90
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-
OD75579/2024-2025:Engaging Man Mazdoor for removing /Clearing the rubbish and other aligned activities etc.
55
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-
APPENDIX-C: Preventive Maintenance Works
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OD75582/2024-2025:Conducting and Reporting Routine Inspections for the entire length of the Project Road frequency of 7 days throughout the agreement period of the Running Contract as directed by the departmental officers at site Additional RI may be required in response to reports of complaints from the police, other authorities and the public as a result of major incidents, typhoon or flooding damages etc and are not measurable/ payable. A proportion of the RI should be carried out either during or immediately following a period of weather.
1344.24
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-
55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.
75
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-
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
75
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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.
15000
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-
OD75580/2024-2025: Mixed Seal Surfacing - Manual means - Type A - Bitumen VG 30 - Providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 0.9 mm to 11.2 mm (type A) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grade as per technical specification.
15000
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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
15
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-
OD75581/2024-2025:Procuring and supplying of approved quality ready mix cold bituminous compound or equivalent to each section stores for pot hole filling works in various roads under PWD Roads Division Idukki, including cost , conveyance , loading , unloading charges etc.
1000
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-
12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means
175
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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.
131.25
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-
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
43.75
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APPENDIX-D: Emergency works
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OD75584/2024-2025:Engaging Man Mazdoor for removing /Clearing the rubbish and other aligned activities etc.
138
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-
OD75585/2024-2025:Tipper engaged for disposal of serviceable and unserviceable material.
169
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-
OD75586/2024-2025:Excavator engaged for clearing blocked up vent way of culvert, drains and cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per the direction of departmental officers.
200
-
-
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
12
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