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
2025_PWD_738423_1Tender No
PWD/RB/TR/16505/2024_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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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
264
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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.
148.5
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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.
990
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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.
990
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OD259662/2024-2025:Providing,laying and rolling of Close Graded Premix Surfacing material of 40mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen using (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 appropraiate capacity not less than 75 tonnes/hour, transporting hot mi to work site, laying with hydrostatic paver finisher with sensor control to required level, grade and alignment, rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade
39.6
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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.
27.5
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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)
11
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OD140693/2024-2025:Supplying, providing and laying woven Geotextile Fabric ( Polyster or poly propylene having 3.00m minimum width and minimum 10% elongation at yield and minimum tensile strength of KN/mM) in wrap direction right angle to the alignment of the embankment with suitable laps instead of removal of slush proposed in the embankment design as directed by the departmental officers at site.
420
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OD129708/2024-2025:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture, fixing on the steel frame (to be paid seperately) etc. complete at all levels. Area of slab over 0.50 sqm
0.54
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OD129709/2024-2025:Engraving letters in granite slab including painting etc. complete (Based on DSR-16.21)
520
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OD129710/2024-2025:Steel work in built up GI tubular, MS sections ( round, square or rectangular hollow tubes etc.) , including cutting, hoisting, fixing in position, including welding and bolted with special shaped washers etc. complete
10
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8.5:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit 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 50mm 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 primer and as per approved drawing and clause 801 including lettering symbols etc.
0.72
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0/295 onwards- Retaining wall, Pipe Culvert
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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)
201.6
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OD129713/2024-2025:DRY RUBBLE MASONRY _ 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 (Based on 60.7.1)
294
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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
73
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12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
4.96
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9.2.A:Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first-class bedding of granular material in a single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in headwalls and parapets. 1000 mm dia
10
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OD129712/2024-2025:Supplying and stacking of well matured Straight coconut posts of avg. 25cm dia, 7.5m long including conveyance cost, etc complete.
2760
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OD129711/2024-2025:Driving down the oconut piles supplied to line and levels through various soil strata including all hire and labour for fixing staging platform etc complete as per direction of E.I.C
2760
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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.
29.5
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OD140692/2024-2025:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
146.75
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