}

Retender-Providing Shoulder Protective Works For Kalapurakkal Temple To Malshyagandhi Road ( Coastal Road ) 7From Ch 4/000 To 7/000 Retender-Providing Shoulder Protective Works For Kalapurakkal Temple ToMalshyagandhi Road ( Coastal Road ) From Ch , Ambalapuzha-Kerala

Public Works Department-PWD has published Retender-Providing Shoulder Protective Works For Kalapurakkal Temple To Malshyagandhi Road ( Coastal Road ) 7From Ch 4/000 To 7/000 Retender-Providing Shoulder Protective Works For Kalapurakkal Temple ToMalshyagandhi Road ( Coastal Road ) From Ch . Submission Date for this Tender is 10-06-2020. Road Work Tenders in Ambalapuzha Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

24470362
Retender-Providing Shoulder Protective Works For Kalapurakkal Temple To Malshyagandhi Road ( Coastal Road ) 7From Ch 4/000 To 7/000 Retender-Providing Shoulder Protective Works For Kalapurakkal Temple ToMalshyagandhi Road ( Coastal Road ) From Ch
Open Tender
Indian
Kerala
Ambalapuzha
10-06-2020

Tender Details

Retender-Providing Shoulder Protective Works For Kalapurakkal Temple To Malshyagandhi Road ( Coastal Road ) 7From Ch 4/000 To 7/000 Retender-Providing Shoulder Protective Works For Kalapurakkal Temple ToMalshyagandhi Road ( Coastal Road ) From Ch 4/000 To 7/000

Key Value

Document Fees
INR 2760 /-
EMD
INR 50000.0 /-
Tender Value
INR 44.63 Lakhs /-

BOQ Items

Work Name:Providing Shoulder Protective Works For Kalapurakkal temple to Malshyagandhi road ( Coastal Road) From Ch 4/000 to 7/000
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Shoulder Protective Works BI01010001010000000000000515BI0100001113
2 1.01 2.3.2.A : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness <br> In area of light jungle - By Mechanical Means<br>Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means BI01010001010000000000000515BI0100001114 0.253 Hecter
3 1.02 3.11 : Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. BI01010001010000000000000515BI0100001115 632.5 cum
4 1.03 4.1.B.1 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. <br>\nGrading-V - For sub base cum drainage layer - Mix in Place MethodConstruction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub base cum drainage layer - Mix in Place Method BI01010001010000000000000515BI0100001116 506 cum
5 1.04 55.23 : Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. BI01010001010000000000000515BI0100001117 2530 sqm
6 1.05 12.8.B.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br>\n PCC Grade M20<br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 BI01010001010000000000000515BI0100001118 75.9 cum
7 1.06 od30493/2019_2020 : Engaging Man Mazdoor for removing raised berms and clearing earthen drains BI01010001010000000000000515BI0100001119 3 Day
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