Construction of PCC Road from Anganwadi Centre under Hethli Bodra of Village Alpito to Gundaro Kali Saws House, Block-Vishnugarh, District- Hazaribag

E/W 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, levellings, ramming the foundation trenches, removing roots of trees,shrubs all complete job as per approved design, building specification and direction of E/I. (5.1.1) BCD

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

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. With Grading-IlI Material. (4.01 B (iii) RCD)

Providing clean coarse sand filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials,labour,royalty and taxes all complete job as per building specification and direction of E/I. (Mode of measurement compacted volume).(5.1.10 BCD)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) (5.3.1.2) BCD

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 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. (mode of measurement compacted volume).(5.1.7) BCD

Cost of carriage of materials : Cement

Sand :