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Costs
EMD
₹ 50,000Document Cost
₹ 2,760Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWD_758189_1Tender No
D1-TD/10/E Tender/2025-26Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.kerala.gov.in/
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Documents
BOQ Items
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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.
56.78
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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
132.21
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55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.
36.38
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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.
102
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55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
24.84
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55.5.a:Levelling undulation with precoated chips with 1% of paving bitumen (vg 30) by weight of chips in a suitable mixer duly heated to 160 degree temperature spreading, levelling and rolling to required line and level for thickness up to 20 mm.
24.84
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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.
7577
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OD299269/2024-2025:Mixed seal surfacing 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 plant and rolling with static roller 8-10 KN and finished to required level and grade as per technical specification.
6217
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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.
680
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5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)
34
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5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)
20.4
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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
14.4
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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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OD120435/2024-2025:Providing and fixing of DLP Board with ACP Material sheeting 4 mm thick & vinyle stick an area exeeding 0.9 sqm, with suitable back supporting frame of MS ANGLE 40X40X6 and supported on suitabily designed GI pipe not less than 50mm NB, 2 Nos.Confirming to is 1239, firmily fixed to the ground by means of properly designed foundation with M 15 grade cement concrete minimum size 45 cmx45 cmx60 cm ,60cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801
14.88
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Appendix B:-Premonsoon work
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OD120457/2024-2025:Lifting, conveying and fixing the RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete
14.4
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OD120440/2024-2025:Supply of wood cutter /sawyer for the cutting of fallen trees ,clearing of traffic blocks
6
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OD120441/2024-2025: Supply of mate for wood work/clearing traffic block etc
6
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8.9:Providing and applying two coats of ready mixed paint of approved brand on steel surface after through cleaning of surface to give an even shade
50
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OD120442/2024-2025:Supply of man mazdoor for clearing traffic blockages.
30
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2.3.2.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 In area of light jungle - By Mechanical Means
4
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Appendix C:- Proactive /Preventive Maintenance
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3.25.B:Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock by Manual Means to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.
200
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10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
400
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OD120438/2024-2025:Supplying instant tarred maccadom(shellmac) conforming IRC116-2014,packed in 50kh HDPE air tight bags including stacking at section stores under this division
50
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OD120439/2024-2025:For laying instant tarred meccadom (shellmacc)-Carrying PWD Roads section office Kasargod stores to various PWD roads under Kasaragod section, including all labour and conveyance charges etc complete.
50
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Appendix D:-Emergency work
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10.12:Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side
36
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10.11:Removal of earth from the choked hill side drain and disposing it on the valley side manually
1400
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OD120436/2024-2025:Engaging labour as per requirement for conducting/reporting routine inspection and to take necessary instruction as applicable following the guidelines of running contract all along the route for a day of inspection covering entire reach specified in the agreement and as directed by the departmental officer at site
60
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OD120437/2024-2025:Hiring of inspection vehicle: where in charges applicable as per utilization per Km run to and from at a frequency as detailed in the guidelines of running contract along the route convenient to cover entire reach specified in the agreement and as directed by the departmental officer at site
1186.8
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8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.
243.6
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8.35:Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-
452
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55.15:Refurbishment of existing signboardsRefurbishment of existing signboards of all size except gantry mounted ones to their original reflectivity & position by removing obstructions like overgrowth vegitation etc ,if any,washing the signboards with water & soap solution to remove all dirt, oil etc. , correcting any dislocations including minor repairs, replacement of lost nut and bolts etc complete.
30
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