CONSTRUCTION OF TOPWALL FROM JETHAN SINGH FIELD TO RAMLAL SINGH FIELD IN MACHARMARWA NADI MAKKA SIRAM BLOCK PESHRAR DIST LOHARDAGA

Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I.

Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B)

Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume).

Providing coarse clean sand in filling in foundation trenches or plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts includng cost of all materials, Labour, rotalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume).

Supplying and stacking of hard stone (for stone pitching) 22.5 cm

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement: 3 coarse sand (zone-|||):6 graded stone aggregate 20 mm nominal size)

Providing random rubble stone masonry in C.M. (1:4) in superstructure with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening of materials, scafolding , raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.

Providing 19 mm thick waterproof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with 5% cico or any other approved waterproofing compound including screening, curing with all leads and lifts of water, scaffolding taxes, and royalty all complete as per building specification and direction of E/l.

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size).

CARRIAGE OF MATERIAL (a) Cement

(b) Sand

(c) Stone Chips

(d) Stone Metal

(e) Stone Boulder

ADD GST(18%)

LABOUR CESS

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