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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 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. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 cement : 4 coarse sand (zone-III) : 8 graded stoneaggregate 20 mm nominal size) |
| 4 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically treated bars of Grade Fe-500D or More |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10.0 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 9 | Earth work embankment in ordinary soil embankment to be in 20 cm layers incluiding ramming dressing the surface to required levels with half tonne steel or wooden rammer and rolling every third and top most layer in roller 8 to10 tonne capacity and including 1.50mtr, lift and all lead ( earth shall be brought from a place which including cartage of earth be machanically transport and T & P. labour etc. required for proper completion. (earth shall be arranged by the contractor at his own cost (CR) |
| 10 | Preparation and Consolidation of sub-Grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth,dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 meters. |
| 11 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 12 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (wmm) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.. 406(4.12) |
| 13 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.With common burnt clay F.P.S. (non modular) bricksof class designation 10 |
| 14 | P/L applying tack coat using hot straight run bitumen of grade 80/100: on bituminous surface @ 0.50 Kg/Sqm. |
| 15 | providing and laying danse graded Bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading. Premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with Hydrostatic paver finisher with sensor contral to the required grade. level and alignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction and density compaction as per MORTH specification, clause No.505 comlete in all respects. |
| 16 | providing and laying Bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading. Premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with Hydrostatic paver finisher with sensor contral to the required grade. level and alignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction and density compaction as per MORTH specification, clause No.507 comlete in all respects. |
| 17 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. Please Enable Macros to View BoQ information |