U CONSTRUCTION OF CC ROAD FROM THE HO MONIRUL NAIYA TO THE HO EMARAT NAIYA S II

Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.

(A)Filling in foundation o plinth by silversand in layers not exceeding 150 mm as directed and consolidating thesame by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)

Brick edging 75 mm wide with picked jhama bricks, laid true to line and level including cutting necessary trench in soil or in hard metalled surface, laying the bricks and repacking the trench (on both side of the edging) with spoils and ramming the same thoroughly complete as per direction. (a) Brick-on-edge edging (125 mm) depth

Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction.

Providing and Laying Plan Cement Concrete with coarse aggregates of appropiate nominal size ana grading fine aggregate conforming to proper hgrading zone both of approved quality and cement,as per necessary including labourcost and carriage of all materials excluding cost of formwork & re-inforcement works. in proportion(1:1.5:3)

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required.

Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement)

Supplying providing display board at site with marble slab over brick wall/foundation asper direction and three photo-graph in three stages pre working stage, working stage and aftre complete the work(last photo complete the work with display board )