CONSTRUCTION OF DEFICIENT TYPE IV AND TYPE V MARRIED RESIDENTIAL ACCOMMODATION AT VRDE AHMEDNAGAR 06 ARBORICULTURE

Supply and planning of hedge shrubbery (Inermi Hedge boundary plantation trees) 1 to 2 feets plants minimum 1 year old including creation of beds by excavating 60cm deep and 60cm wide trenching excavated base to a further depth of 30cm, refilling the excavation earth after breaking of clods and mixing with manure of sludge on the ratio 1:8 (8parts of staked volume of earth after reducing 20% with one part of stacked volume of sludge or manure after reduction by 8%) flooding with water filling with earth if necessary and finally fine dressing, levelling etc including removal of surplus earth if any and declared unservicable earth to a distance not excedding 100m and depositing where directed by spreading and levelling at a level not exceeding 1 metre above the starting point complete all as specified and directed. Note : - (i) Distance between two hedge shall not be more than 15cm. (ii) The contractor's quoted rate shall be inclusive of excavation, earthwork, manure, sludge, antitermite treatment, pesticide, supply of good earth from outside MD land if not found suitable from the excavated earth, etc. Nothing extra shall be paid on this account.

(b) Bougainvilla

(c) Palm tree

(d) Ashoka Potala tree

(e) Neem Tree

(f) Tecoma tree

(g) Bottle Brush

(h) Madhu Malti

(j) Cassia Bifora

(k) Guava Tree

(l) Rat ki rani

(m) Bakul Plant

(n) Bottle Plam

(o) Pulmeria

(p) Araucaria cookit of height 3-4 feet

(q) Foxtail Palm

(r) Red palm

(s) Areca palm

Surface dressing n exc 15cm deep in any type of soil, complete all as spd and directed.

Excavation in trenches n.exc 1.5m deep and n.exc 1.5m wide in manholes,Drains & Post hole pipe, cables etc. getting out in soft/ loose soil complete all as spd and directed

M&L for plain cement concrete 1:2:4 (using 20mm graded stone agrregate) type B1 as in coping concrete including necessary formwork complete all as spd and directed

M&L for providing and laying in repairs precast kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as spd and directed