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| 1 | Design/Construction of 50.00 mtr. span Reinforced cement concrete (Single Lane) motorable Bridge (min. 5.25 mtr Carriage way width with RCC Crash barrier/ Railing), with soil investigation, construction of diversion and its maintenance during execution, with De-watering complete, substructure (abutments, dirt wall, return wall, approch slab, wing walls, etc.), Superstructure (RCC deck slab, necessary crash barriers, wearing coat, P/F suitable bearings, expansion joints etc.) i railing with painting and provision for utility ducts, along with approach walls of 5.0 mts length on each side (total 20 mtr length), and vetting of design/drawing duly approved by the department from IIT/NIT/DIQC complete job (As per MORTH /IRC specifications of Roads and Bridges) |
| 2 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres in All kinds of soil |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 5 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) . |
| 6 | Centring and shuttering including strutting propping etc and removal of form work Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 7 | Supplying and laying including digging, carrying by lorry, filling River Bed Material including watering & consolidation in layers to specified lines, camber, grades and cross sections. Finished work. |
| 8 | Hand packing stones in wire crates including the cost of stones and cost of crates. |
| 9 | providing and fixing 100 mm dia PVC pipe for weep holes |
| 10 | Engagement of Earth Excavator 75 H.P. for removal of slips in al kinds of soils, clearance of side drain and disposal of same outside the periphery of the area cleared by engaging all tractor / trolly wherever required (all inclusive includingPOL) as per the directions of the Engineer-in-Charge |
| 11 | carriages of materials by mechinical trancsport incl. loading, unloading and stacking complete |
| 12 | Sand for a lead of 5 kms. |
| 13 | Crusher bajree avg lead of 9 km |
| 14 | stone agg above 40 mm 9 kms |
| 15 | Stone/Boulder for a lead of 5 kms. Please Enable Macros to View BoQ information |
