Fdr 2019-2020 Providing Close Graded Premix Cc To Valliyathu-Neeloor Road Ch 0/000 To 5/100 Km Fdr 2019-2020 Providing Close Graded Premix Cc To Valliyathu-Neeloor Road Ch 0/000 To 5/100 Km
Tender Value
62.49 Lakhs
Estimated cost
Bid Submission
21 Nov 2019
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Melukavu → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Fdr 2019-2020 Providing Close Graded Premix Cc To Valliyathu-Neeloor Road Ch 0/000 To 5/100 Km Fdr 2019-2020 Providing Close Graded Premix Cc To Valliyathu-Neeloor Road Ch 0/000 To 5/100 Km
BOQ
| Work Name:FDR 2019-2020 Providing close Graded premix CC to Valliyathu-Neeloor road ch 0/000 to 5/100 km | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SURFACING | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 55.2 : Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | BI01010001010000000000000515BI0100001114 | 6.679 | cum |
| 3 | 1.02 | 55.4 : Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | BI01010001010000000000000515BI0100001115 | 9.574 | cum |
| 4 | 1.03 | 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.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. | BI01010001010000000000000515BI0100001116 | 9.574 | cum |
| 5 | 1.04 | 55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface.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 12mm departmental broken stone and compacting with power roller to get a compact surface. | BI01010001010000000000000515BI0100001117 | 6.679 | cum |
| 6 | 1.05 | 3.6 : Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | BI01010001010000000000000515BI0100001118 | 66 | cum |
| 7 | 1.06 | 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.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. | BI01010001010000000000000515BI0100001119 | 37.875 | cum |
| 8 | 1.07 | 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.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. | BI01010001010000000000000515BI0100001120 | 252.5 | sqm |
| 9 | 1.08 | 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.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. | BI01010001010000000000000515BI0100001121 | 18354 | sqm |
| 10 | 1.09 | 5.7.1 : 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 HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade.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 HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. | BI01010001010000000000000515BI0100001122 | 18354 | sqm |
| 11 | 1.1 | od20111/2019_2020 : Levelling course using Close Graded Premix 20mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using penetration grade bitumen using VG 30 to the required lines and levels. | BI01010001010000000000000515BI0100001123 | 91.77 | cum |
| 12 | 1.11 | 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>\n Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>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) | BI01010001010000000000000515BI0100001124 | 332.656 | cum |
| 13 | 1.12 | 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.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. | BI01010001010000000000000515BI0100001125 | 128.238 | cum |
| 14 | 1.13 | 12.8.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br>\nPCC Grade M15 <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | BI01010001010000000000000515BI0100001126 | 56.375 | cum |
| 15 | 1.14 | 12.8.B : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br>\nPCC Grade M20 (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | BI01010001010000000000000515BI0100001127 | 48.9 | cm |
| 16 | 1.15 | 12.8.1.C.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br>\n RCC Grade M20 - Using Concrete Mixer <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | BI01010001010000000000000515BI0100001128 | 10.2 | cum |
| 17 | 1.16 | 12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical SpecificationsSupply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | BI01010001010000000000000515BI0100001129 | 2.291 | MT |
| 18 | 1.17 | od20112/2019_2020 : Engaging Man coolies | BI01010001010000000000000515BI0100001130 | 28 | each |
| 19 | 2 | Construction of Retaining wall | BI01010001010000000000000515BI0100001131 | ||
| 20 | 2.01 | 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>\n Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>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) | BI01010001010000000000000515BI0100001132 | 11.6 | cum |
| 21 | 2.02 | 12.8.B : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br>\nPCC Grade M20 (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | BI01010001010000000000000515BI0100001133 | 0.778 | cm |
| 22 | 2.03 | od21876/2019_2020 : Dry rubble masonry using blasted rubble. Including cost of material,labour charges and conveyance etc. complete. | BI01010001010000000000000515BI0100001134 | 29.125 | cum |
AI Tender Summary
Tender Timeline
Nov 16, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 21, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 23, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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