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| 1 | Cleaning Jungle including up rooting of rank. Vegetation grass, push, wood trees and sampling of grith upto 30 cms measured at a Height of 1 M Above ground level and Removal of Rubbish up to a Distance of 50M. Out side the Periphery of Area Cleared. |
| 2 | Removing paint or Varnishing with paint remover or with caustic soda, including supply of all materials,labour, tools & paint etc. required for proper completion of the work. |
| 3 | Providing wall putty on Old Surface with Approved Quality Material of Berger/J.K/Birla or Similar make 2 Coats. |
| 4 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 5 | 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 |
| 6 | P/L applying tack coat using hot straight run bitumen of grade 80/100: on bituminous surface @ 0.50 Kg/Sqm. |
| 7 | Dense Graded Bituminous Macadam Grading 2Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 8 | Bituminous Concrete Grading 2Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 10 | 12 mm cement plaster of mix 1:4(1 cement: 4 coarse sand) |
| 11 | Neat Cement punning |
| 12 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design |
| 13 | 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. |
| 14 | 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-in-charge.) The Contractor has detect different utilities like sewer line, Water Supply Line, Electric Cable, Telephone Cable, Gas Pipe Line(using Utility Detecting MAchine Before Start of Excavation and Shall start Excavation only after getting Permission of Engineer-in-Charge. |
| 15 | Filling availabe excavated earth ( excluding rock ) in trenches,plinth,side of foundation etc.in layers not exceeding 20 cm depth,comsolidating each deposited layer by ramming and watering lead up to 60 and lift upto 1.6m. |
| 16 | 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 stone aggregate 20 mm nominal size) |
| 17 | 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 mix 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 orkability 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 |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 20 | 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. |
| 21 | Earth work in embankment in ordinary soil embankment to be in 20cm layers including 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 to 10 tonne capacity and including 1.50 mtr., Lift and all lead (earth shall be brought from a place which including cartage of earth by mechanically transport and T & P Labour etc. required for proper completion. Earth shall be arranged by the contractor at his owm cost. Please Enable Macros to View BoQ information |
