Name of Work:- LAC-ADS-Kuzhuppilly Grama Panchayth- -Construction of Footpath from Sahakarana Bridge towards east in ward 5-General
Sl. No.
Item Description
1
Road side protection wall
2
Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoringand bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavatedsuitable material. I. Ordinary soil (i) Upto 3 m depth
3
RING BUND Type II Putting up ring bund with earth filled 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
4
Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set
5
Coconut Pile - Supplying and stacking well matured straight coconut post for driving down through various strata below bed level including cost conveyance labour charges etc. complete.
6
Coconut Pile - Driving down coconut pile to lines and levels through various strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end
7
Cutting and removing excess length of wooden pile to lines and levels and removing cut end of pile and stacking within 150m
8
DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels,cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
9
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope andcompacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
10
Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc completeas perspecification (i) Nominal mix (1:2:4)
11
\\"Providing and laying 80mm thick factory made cement concrete interlocking paver block of M40 grade hydraulic block of approved size design & shape, over and including 50mm thick compacted bed of 6mm metal all complete as per the direction of Engineer - in- charge Please Enable Macros to View BoQ information
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