Local Self Government Department has published Lac-Ads 19-20 Wadakkanchery Lac , Construction Of Overbridge For Melethil - Pullanikkad Across Wadakkanchery River In Division No . 22 In Wadakkanchery Muncipality. Submission Date for this Tender is 13-07-2020. Bridge Work Tenders in Thrissur Kerala. Bidders can get complete Tender details and download the document.
| Work Name: LAC-ADS 19-20 WADAKKANCHERY LAC , Construction of overbridge for Melethil - Pullanikkad across Wadakkanchery river in Division no:22 in Wadakkanchery Muncipality | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Bridge | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | od604964/2020_2021 : RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | BI01010001010000000000000515BI0100001114 | 22 | metre |
| 3 | 1.002 | od604965/2020_2021 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | BI01010001010000000000000515BI0100001115 | 132 | hour |
| 4 | 1.003 | 55.18.1 : Bored cast-in-situ M25 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.<br>\nPile diameter-1000 mm | BI01010001010000000000000515BI0100001116 | 66 | metre |
| 5 | 1.004 | od604463/2020_2021 : Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.<br>Single pile above 50 tonne and upto 100 tonne capacity<br>Routine test | BI01010001010000000000000515BI0100001117 | 5 | per test |
| 6 | 1.005 | 3.13.1.A : 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 - Manual Means - (Depth upto 3 M) | BI01010001010000000000000515BI0100001118 | 78.363 | cum |
| 7 | 1.006 | od778471/2020_2021 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. DAR 2.8.1<br>All kinds of soil | BI01010001010000000000000515BI0100001119 | 24.555 | cum |
| 8 | 1.007 | 12.39 : Providing and laying of PCC M15 leveling course 100 mm thick below the pile cap | BI01010001010000000000000515BI0100001120 | 9.351 | cum |
| 9 | 1.008 | 12.38.B.1 : Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification<br>\nRCC Grade M25 - Using concrete Mixer <br> | BI01010001010000000000000515BI0100001121 | 66.06 | cum |
| 10 | 1.009 | 13.5.C.P.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M25 - Using concrete Mixer - Height upto 5m | BI01010001010000000000000515BI0100001122 | 149.702 | cum |
| 11 | 1.01 | 13.5.E.P.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - Using concrete Mixer - Height upto 5m | BI01010001010000000000000515BI0100001123 | 46.736 | cum |
| 12 | 1.011 | 12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | BI01010001010000000000000515BI0100001124 | 12.967 | MT |
| 13 | 1.012 | 13.6 : Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications | BI01010001010000000000000515BI0100001125 | 21.492 | MT |
| 14 | 1.013 | od778116/2020_2021 : Filling with available fly ash and earth ( excluding rock) in trenches or embankment in layers ( each layer should not exceed 15 cm), with intermediate layer of compacted earth ( Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer - in- charge, including compacting each layer by rolling / ramming and watering, all complete as per drawing and direction of Engineer - in-charge | BI01010001010000000000000515BI0100001126 | 153.984 | cum |
| 15 | 1.014 | od778107/2020_2021 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade DAR 51.23 | BI01010001010000000000000515BI0100001127 | 21.567 | cum |
| 16 | 1.015 | od778118/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III.P.C.C. grade M 20 MORD 11.4.3.1<br>(i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001128 | 16.176 | cum |
| 17 | 1.016 | od781619/2020_2021 : Granite Name board with engraved fixed , plastered all around ,white washed etc cmplete | BI01010001010000000000000515BI0100001129 | 1 | each |
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