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| 1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead/Outside CEL Campus as per direction of Engineer-in-charge.-In cement mortar |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead /outside CEL by the contractor as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil. Without damaging line and level of existing RCC open box drain available at site |
| 4 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil |
| 5 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 6 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC as per Annexure-A of the tender document. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level: 1:4:8 (1 cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 8 | Providing and laying in position ready mixed cement concrete for reinforced cement concrete work; as per Annexure-A of the tender document. |
| 9 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix as per Annexure-A of the tender document. |
| 10 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge |
| 11 | Extra for laying reinforced cement concrete in or under foul conditions. |
| 12 | Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to and above plinth level. Thermo-Mechanically Treated Bars of grade Fe500D or more.( SAIL, JINDAL, TATA and RINL MAKE ONLY) |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 17 | CEMENT PLASTER (IN COARSE SAND): 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) |
| 18 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations, walls etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 19 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). |
| 20 | Slab Culvert is to be designed adequately to withstand the heavy truck loads. The design & drawing duly vetted by registered Structure Engineer is to be submitted for approval from CEL/CEL’s representative. Please Enable Macros to View BoQ information |
