}

Sltf 2019 20Providing Mss To Elivalley Alamattom Road Btw Km 0 000 To Sltf 2019 20Providing Mss To Elivalley Alamattom Road Btw Km 0 000 To1 500 E Quatation, Melukavu-Kerala

Public Works Department-PWD has published Sltf 2019 20Providing Mss To Elivalley Alamattom Road Btw Km 0 000 To Sltf 2019 20Providing Mss To Elivalley Alamattom Road Btw Km 0 000 To1 500 E Quatation. Submission Date for this Tender is 20-07-2020. Road Work Tenders in Melukavu Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

24806857
Sltf 2019 20Providing Mss To Elivalley Alamattom Road Btw Km 0 000 To Sltf 2019 20Providing Mss To Elivalley Alamattom Road Btw Km 0 000 To1 500 E Quatation
Open Tender
Indian
Kerala
Melukavu
20-07-2020

Tender Details

Sltf 2019 20Providing Mss To Elivalley Alamattom Road Btw Km 0 000 To Sltf 2019 20Providing Mss To Elivalley Alamattom Road Btw Km 0 000 To1 500 E Quatation

Key Value

Document Fees
Refer document
EMD
INR 50000.0 /-
Tender Value
INR 21.41 Lakhs /-

BOQ Items

Work Name:SLTF 2019-20, Providing MSS to Elivalley Alamattom Road btw km 0/000 to 1/500
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 2.938 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 5.184 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 5.184 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 2.938 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 55.5 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 16.5 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 110 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 6100 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 6100 sqm
11 1.1 od31722/2019_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 24.4 cum
12 1.11 2.4.2.A : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br>\nCement Concrete Grade M-15 & M-20 - By Mechanical Means <br>Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means BI01010001010000000000000515BI0100001124 36.45 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 14.036 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 49.663 cum
15 1.14 12.8.A : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications<br>\n PCC Grade M15 ( Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork) BI01010001010000000000000515BI0100001127 2.5 cum
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 12.096 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 2.083 MT
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