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| 1 | Excavation in foundation in ordinary soil ( Loam ,clay or sand ) Including lift upto 1.50 M. and lead upto 30M. and including filling watering and ramming of exavated earth into the trenches or into the space between the building and the side of foundation trenches or into the plith and removal and disposal of surplus earth as directed by the Engineer -in charge upto distance of 30 M. from the foundation trenches. (Where machine con not reach/move). |
| 2 | Collection & Consolidation of stone ballast of size 22.4 mm to 53 mm including laying in cuts, pot holes & dry rolling by road roller including aii taxes cost of stacking etc. complete for proper completion of work |
| 3 | Cleaning the existing painted surface & laying premix in patch repair with 40-20 mm size graded hard stone grit mixed with bitumen 80/100 @ 50 Kg/Cum over a tack coat of bitumen 80/100 @ 1.00 Kg/ Sqm I/C heating the grit and maxphalt to the required temperature & mixing either in mixer of in hand drum & rolling with road roller of 8 to 10 tonne required with all labour, material T&P etc. complete . |
| 4 | Applying a tack coat of rubberised hot bitumen of 80/100 pernetration @1.00 kg/sqm on road surface including mixing of 10 % rubber by weight of bitumen sieved through 6mm sieve cleaning the road surface,fuel for heating the bitumen,all labour,T&P etc complete required for proper completion of work as per diredtion of engineer incharge |
| 5 | Sealing of craks on bituminious surface by spreading 6mm size heated stone grit @0.10 cum/10sqm over rubberised tack coat having temperature 1600 C TO 1700 C including supply of grit, maintenance of partries and watering during the operation,road roller, fuel for heating grit, all labour,T&P etc complete required for proper completion of work as per diredtion of engineer incharge |
| 6 | P/L Redy mix concerete with 4.50% bitumen content in packing of 25 Kg ready mix to use for filling pot holes . |
| 7 | Providing and laying in position ready mixed M-25 grade concrete for reinforced 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 a 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. |
| 8 | 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. |
| 9 | 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 area cleared. |
| 10 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 11 | Providing laying and rolling of open-grade premix Surface of 20 mm thickness composed 13.2 mm to 5.6 mm aggregates using viscoity grade bitumen to required line grade and level to serve as wearing course on previously prepared base , including mixing in a suitabale hot mix plant of appropriate capacity not less than 200 tonnes/hour , laying and rolling with a smooth wheeled roller, finished required level and grades . |
| 12 | Providing and applying tack coat with bitumen emulsion using emulsion pressure disstributor the rate of 0.25 to 0.30 kg. per sqm on the preppared bitumenous surface cleaned with mechnical broom. |
| 13 | Providing and laying seal coat sealing voids in bitumenous Surface laid to the specified level , grade and cross fall using Type A seal coats. |
| 14 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 15 | Manufacturing, supplying and fixing retro reflective overhead signageboards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activatedretro reflective sheeting conforming to type - III of ASTM-D-4956-01 as pproved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-incharge.( Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment) Overhead informatory road signage . |
| 16 | Supply of Wheeled Excavator of cum bucket , hire bases charges Including Fule & Llubrcant charges, & Driver T& P etc as required. |
| 17 | Supply of Tractor with trolly on hire bases charges Including Fule & Llubrcant charges , & Driver T& P etc as required. |
| 18 | Suppaly of Cooli & Beldar as required . |
| 19 | Supply of Water Tanker with sprinkler 6000 litre or above cap. P.O.L & Driver Including fillinf of water etc. complete. |
| 20 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 21 | Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m.All kinds of soil. |
| 22 | Providing wall putty on old surface with approved quality material of Berger/J.K/Birla or similar make 2 coats |
| 23 | Painting with synthetic enamel paint of approved brand and manufacture 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. |
| 24 | Supplying at site : R.C.C. Standards post/ struts/ rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-incharge (cost of earth works in excavation, concrete works in foundation to be paid separately). |
| 25 | Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C.posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire |
| 26 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concreteNominal concrete 1:3:6 or richer mix (i/c equivalent design mix) . (i/c equivalent design mix) . |
| 27 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 28 | 12 mm cement plaster of mix :1:4 (1 cement : 4 coarse sand) |
| 29 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground , all complete as per directions of Engineer-In-Charge. With cement mortar 1:4 (1cement: 4 coarse sand). |
| 30 | Neat cement punning Please Enable Macros to View BoQ information |