Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Mar 2025
Closing Date8 Apr 2025
Tender Amount₹ 36,43,406
Costs
EMD
₹ 50,000Document Cost
₹ 2,760Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWD_755861_1Bid Award Id
ViewTender No
PWD/RB/TR/14797/2024_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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55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
15
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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.
15
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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.
2000
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OD115744/2024-2025:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 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 grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (VG-30)
2000
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OD113039/2024-2025: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 aluminium sheeting 2mm thick/aluminium cmposit material sheeting 4mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on designed foundation with M15 grade cement concrete min sie 45cm x45cmx60cm, 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 including lettering symbols etc.
5.76
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Appendix B : Pre-Monsoon Works
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OD114850/2024-2025:Cutting of grass and light jungle using brush cutter with all expenses
320
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OD113029/2024-2025:Engaging daily labour for engaging petty works
85
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OD113030/2024-2025:Engaging wood cutter of trees and removal of fell down trees and branches etc. complete
25
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OD113031/2024-2025:Hire Charges for wood cutting equipment's , pulleys etc.
25
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OD114811/2024-2025:Engaging JCB (Hydraulic Excavator) for removing the obstruction such as unserviceable soil and dumped earth along shoulder side of carriageway and clearing the road surface for traffic worthy etc complete
200
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OD114863/2024-2025:Hire charges of Mobile Crane
8
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OD113032/2024-2025:Clearing chocked up side drain by manual means and depositing the waste material for a minimum distance of 5Km lorry conveyance as per clause 305. etc complete.
1050
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OD113034/2024-2025:Tipper for removal of all debris and excavated waste materials away from site
20
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OD113035/2024-2025:Lifting the existing pre-cast R.C.C covering slabs from drain and culvert for removal of silt and placing the same slab on position after completion of clearing work including all labour charges and miscellaneous expenses etc. complete
20
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55.15:Refurbishment of existing signboards<br>Refurbishment 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.
48
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3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)
100
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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
3.75
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12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
0.17
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55.25:Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete
3.75
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Appendix-C : Proactive/Preventive Maintenance
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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.
37.5
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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.
250
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55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
30
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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.
30
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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.
2800
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OD113036/2024-2025:Close graded premix surfacing / Mixed Seal Surfacing -Providing, laying and rolling of close graded premix surfacing material 20mm thickness composed of 11.2mm to 0.9mm Type A aggregate using penetration grade bitumen using VG 30 to required line,grade and level to serve as wearing course on previously prepared base,including mixing in a suitable plant,laying & rolling with a three wheel 8 to 10KN static roller & finishing to required level & grade as per technical specification clause 509 of MORD (usage of bitumen is 55kg/10m2) by manual means.
2800
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OD113037/2024-2025:Filling up potholes with bituminous ready mix compound(25kg bag) and compacting by ramming to get a compact surface including of cost of materials, laying charges,transportation to site etc. complete.Rate isarrived for a bag of 25kg
62
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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)
40
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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.
37.5
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12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
12.5
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10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.
1520
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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
900
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Appendix D: Emergency Works
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8.45:Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100 mm wide fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-2001
8
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