Kerala Road Fund Board Tender
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Kerala Road Fund Board - KRFB Tender
Civil And Construction
Eprocure
Opening Date10 Sep 2024
Closing Date20 Sep 2024
Tender Amount₹ 15,63,454
Costs
EMD
₹ 39,086Document Cost
₹ 2,760Tender Fee
Refer Documents
Summary
Kiifb-urgent Reconstruction Of Collapsed C U L V E R T - I N P O O K O T T U M P A D A M T O Thamburattikallu (munderi Seed Farm)-reach 3 (km 15/000 To Km 24/280) At Km 22/240- General Civil Work
Description
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Contact
Tender Id
2024_KRFB_690721_1Bid Award Id
ViewTender No
PWD/KR/TR/15915/2024_5_1_1/1Tender Authority
Kerala Road Fund Board ViewPurchaser Address
-Website
http://https://www.krfb.org/
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Documents
BOQ Items
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OD123371/2024-2025:Bailing out water with 5HP Engine and pump set including conveyance to the site and erection, cost of fuel, lubricating and other stores, pay of staff etc complete.
24
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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.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>
84.91
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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
8.37
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13.5.F.P.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m
72.21
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14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
7.9
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OD123343/2024-2025:Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 110mm outer dia PVC pipe, 4kgf/cm2 extending through the full width of the structure with slope 1v:20H towards drawing face, as per drawing and specifications
16
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15.6:Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.
2.88
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OD123207/2024-2025:Construction of Embankment with Material obtained from Borrow pits :- Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
42.78
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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
7.2
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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.
3.48
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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.
60.5
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OD123373/2024-2025:Providing, laying, and rolling of close graded premix carpet of 20mm thickness composed of 11.2mm to .09mm (Morth M-041) aggregates premixed using viscosity grade bitumen (VG 30 @22kg of bitumen per 10sqm (MORTH 5.7.1 Type A) to the required line, grade, and level on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three-wheel static roller of 80-100KN capacity, finished to the required level and grades. By manual means
92.4
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OD123545/2024-2025:Dry Rubble Masonry Work complete as per Drawing and Technical Specifications using Departmental rubble
15.78
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12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>
0.5
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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
7.54
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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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