CAPITAL GRANT FUND

Amount

Earth Work excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, ordinary earth, earth mix with 60% fair sized boulders etc., with initial lead and lifts including laying, spreading, levelling, sectioning breaking clods etc., including all incidental charges etc. complete as per standard specification.(For Column Foundations SS 20B)

Providing Plain Cement concrete of mix 1:4:8 (One cement four sand eight aggregates) using 40mm ISS gauge size hard broken including cost conveyance of all materisl to site including labour charges, transporting and placing in postion including labour for mixing compacting, finishing and curring etc. including cost and conveyance of all materials and labour charges etc., complete as per standard specification

Supplying & Erecting centering for sides & soffiots incluidng necessary supports & strutting upto 3.29 m height for plane surfaces in all floors with all corss bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angel of size 26 x 26 x 3 mm for boareding laid over sivler oak joists (Country wood) of size 10 x6 cm spaced @ about 90 cm c/c and supported by casurina props of 10-13cm dia. spaced @ 76cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2 for the following items. For all plain CC works.

Plain Cement concrete 1:2:4 (One cement two sand four aggregates) mix using 20mm gauge hard granite broken stone jelly for bed blocks including cost and conveyance of materials to site and all labour charges etc complete with standard specification.

Providing and laying,spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub/ Base Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges,rentals for machinary,fuel and all other incidental charges etc., complete as per clause 406 OF MORTH

Rubberished interlocking Paver Block M40 grade providing and laying of 83mm thick heigh strength type confirming IS 15658 -2006 OF Rubberished Interlocking Paver Block in required size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flumying bore pattern with approved make to be laid in flumying bore pattern with approved nin - sticking surface in the top and the rate including levelling the base cushion 150mm tick laying out the pavement cut the pieus to foit edge, vibrating pavers,seweeping transporting leading unloading as per standard specification

M/s. New Mohana Constructions (BID ID -809851)