Construction of minor bridge and approach road along Madakkasseri-Cheriyathuruthi road.

Amount

Construction Of Culvert/Minor Bridge

od35312/2017_2018 : Putting up ring bund 3.00m wide at top and 7 m width at bottom and 4.50 m length two rows of 1/2 split cocunut post 6 m long at 60cm c/c ,1/3 split cocunut wailing pieces two rows at either side ,1/3 split are anul reepers 5 rows an either side and full sizebamboo post for supplying bund and ettamatt thathes at both side etc.<br>

od35313/2017_2018 : Bailing out water by using 5HP motor and pump set including all cost and erection charges oil and labour charges etc complete

12.1.5.B.1 : 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 and backfilling with approved material. <br> Marshyn Soil - Depth upto 3 m - Mechanical Means -<br>

od35314/2017_2018 : Supplying and stacking well matured coconut piles at storage site full size coconut post 300 mm dia 7.600 m long etc .complete

od35315/2017_2018 : Driving down wooden piles (coconut)200 to 300 mm dia to approved lines and levels through various strata including all hire and labour for fixing staging platform and all other appliances necessary for pile driving after pointing the bottom end up to 5m depth below ground level

od35316/2017_2018 : Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of pile and stacking with in 150m

od35317/2017_2018 : DRY RUBBLE MASONRY- Dry rubble masonry without concrete leveling concrete masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc complete as per the direction of departmental officers at site.

od35318/2017_2018 : Stone masonry work in cement mortar 1:6 for substructure complete as per drawing and Technical Specifications &lt;br&gt;&lt;br&gt;Random Rubble Masonry (coursed/uncoursed)

12.8.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br>

13.5.E.P.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications<br> RCC Grade M20 - Using concrete Mixer - Height upto 5m <br>

13.6 : Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

13.8 : Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce.Complete as per drawing and Technical Specifications

13.9.A : Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification <br> Granular material

8.8 : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

od35319/2017_2018 : Engaging Man Mazdoor for removing/cleaning the rubbish and other aligned activities etc.

od35320/2017_2018 : Construction of Embankment with Material obtained from Borrow pits :- Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Approach Road

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.

3.19.1 : Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.

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> Grading-V - For sub base cum drainage layer - Mix in Place Method

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.

12.8.B.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20<br>

P C ALEXANDER