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Providing Drainage Facilities And Construction Of Retaining Wall Betweench 4/400 To 4/900 In Neriamangalam Palamattom Road This Estimate IncludesThe Construction Of A Protection Wall Drain Drain Cover Slab AndShoulder Strengthening Etc At 6Many Places, Under Kothamangalam section-Kerala

Public Works Department-PWD has published Providing Drainage Facilities And Construction Of Retaining Wall Betweench 4/400 To 4/900 In Neriamangalam Palamattom Road This Estimate IncludesThe Construction Of A Protection Wall Drain Drain Cover Slab AndShoulder Strengthening Etc At 6Many Places. Submission Date for this Tender is 01-02-2021. Drainage Tenders in Under Kothamangalam section Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

26738983
Providing Drainage Facilities And Construction Of Retaining Wall Betweench 4/400 To 4/900 In Neriamangalam Palamattom Road This Estimate IncludesThe Construction Of A Protection Wall Drain Drain Cover Slab AndShoulder Strengthening Etc At 6Many Places
Indian
Kerala
Under Kothamangalam section
01-02-2021

Tender Details

Providing Drainage Facilities And Construction Of Retaining Wall Betweench 4/400 To 4/900 In Neriamangalam Palamattom Road This Estimate IncludesThe Construction Of A Protection Wall Drain Drain Cover Slab AndShoulder Strengthening Etc At 6Many Places

Key Value

Document Fees
INR 2760 /-
EMD
INR 20079.0 /-
Tender Value
INR 13.38 Lakhs /-

BOQ Items

Work Name:Providing drainage facilities and construction of retaining wall between ch 4/400 to 4/900 in neriamangalam Palamattom Road
Sl. No. Item Description Item Code / Make Quantity Units
1 1 CD WORKS BI01010001010000000000000515BI0100001113
2 1.01 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 BI01010001010000000000000515BI0100001114 278.2 cum
3 1.02 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. BI01010001010000000000000515BI0100001115 48.5 cum
4 1.03 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 BI01010001010000000000000515BI0100001116 37.26 cum
5 1.04 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) BI01010001010000000000000515BI0100001117 16.975 cm
6 1.05 od21944/2020_2021 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications&lt;br&gt;\r PCC Grade M15 ( Without formwork) &lt;br&gt; BI01010001010000000000000515BI0100001118 4.5 cum
7 1.06 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 BI01010001010000000000000515BI0100001119 0.54 MT
8 1.07 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 BI01010001010000000000000515BI0100001120 6 cum
9 1.08 od19878/2020_2021 : Dry Rubble masonry construction for retaining walls. BI01010001010000000000000515BI0100001121 163.55 cum
10 1.09 13.9.A : Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification <br> Granular materialBack filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material BI01010001010000000000000515BI0100001122 10.45 cum
11 1.1 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 completeLifting, 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 BI01010001010000000000000515BI0100001123 6 cum
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