CONSTRUCTION OF P.C.C. ROAD AND PULIYA FROM HIRALAL HEMBRAM HOUSE TO TAND,PANCHAYAT- TILABANI, BLOCK- GOVINDPUR,DIST- DHANBAD

Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.5.1.1 BCD

Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) 5.1.2 BCD

Providing and laying in position cement concrete (1:3:6) of specified grade stone aggregrate 40 mm nominal size all complete job as per specification and direction of E/I. 5.3.1.5

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) 5.3.1.1 BCD

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 5.3.17.1 BCD

Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. 5.1.8

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials , labour, royality and taxes all complete as per building specification and direction of E/I. 5.1.10 bcd

Supplying and laying(Property as per design and drawing) rip rap with good quality of boulders duly packed including the cost of materials, royality all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. 5.6.4 Part A

Providing and laying in position cement concrete (1:2:4) of specified grade stone aggregrate 20 mm nominal size all complete job as per specification and direction of E/I. 5.3.1.2

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).) 5.3.11