CONSTRUCTION OF DRAIN NEAR BOUNDARY WALL AT KASTURBA GANDHI RESIDENTIAL SCHOOL GOILKERA UNDER BLOCK GOILKERA, DISTRICT-WEST SINGHBHUM DISTRICT, JHARKHAND

Earth work in excavation in foundation trenches in ordinary soil (vide clasification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lift leveling ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.

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

Supplying and laying boulders in rock toe, heel tranches of the dam as per design, drawing including the cost of materials, royalty and all taxes ets. But excluding the cost of carriage all complete as per specification and direction of E/I.

Providing and laying in position cement concret of specified grade excluding the cost of centring and shuttering All work upto plinth level:-(1:5.5:3(1cement :1.5coarse sand (zone-III):3 graded stone aggregate 20mm nominal size)

Providing designation 75A brick work in C.M.(1:3) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thik mortar joins, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.

Centring and shuttering including strutting ,proping etc and removal of form for foundation ,footing ,bases of columns ,etc for mass concrete

Providing 12mm, cement plaster (1:3) with cleann coarse sand of F.M. 1.5 including screening, scaffolding taxes and royalty all complete as per building specification and direction of E/I.

Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment & wing wall as per specification and direction of E/I.(Item No. 6.7.6. WRD) OR 6.7.6 Part A

Filling in foundation trenches or in plinth in layer not exceeding 150mm thick, wess watered rammed fully after cutting with lead of 50mm and lift of 1.5mall completed as per direction of E/I. (mode of measurement compacted volume).

Providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I TMT Fe 500(only valid for SAIL & TATA STEEL)