|
| 1 | Carriage of materials by mechanical transport including loading, unloading and stacking: Lime, moorum, building rubbish:2 km Unit:cum |
| 2 | Carriage of materials by mechanical transport including loading, unloading and stacking: Earth:2 km Unit:cum |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.: All kinds of soil Unit:cum |
| 4 | 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. Unit:cum |
| 5 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.:All kinds of soil Unit:cum |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Unit:cum |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level:1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Unit:cum |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for ::Foundations, footings, bases of columns, etc. for mass concrete Unit:sqm |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for :: Edges of slabs and breaks in floors and walls:Under 20 cm wide Unit:metre |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for :: Edges of slabs and breaks in floors and walls:Above 20 cm wide Unit:sqm |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for ::Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Unit:sqm |
| 12 | 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 Unit:kilogramTMT BARS SHALL BE ISSUED FREE OF COST AT BHEL STORES |
| 13 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 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 Unit:cum |
| 14 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 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 above plinth level upto floor V level Unit:cum |
| 15 | Extra for providing richer mixes at all floor levels.:Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) Unit:cum |
| 16 | Extra for providing richer mixes at all floor levels.:Providing M-35 grade concrete instead of M-25 grade BMC/ RMC. (Note : Cement content considered in M-35 is @ 350 kg/ cum) Unit:cum |
| 17 | Add for using extra cement in the items of design mix over and above the specified cement content therein. Unit:quintal |
| 18 | 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 Unit:cum |
| 19 | 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 above plinth level upto floor V level Unit:cum |
| 20 | 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) Unit:cum |
| 21 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in ::Cement mortar 1:4 (1 cement : 4 coarse sand) Unit:cum |
| 22 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Unit:kgSTRUCTURAL STEEL SHALL BE ISSUED FREE OF COST AT BHEL STORES |
| 23 | 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 Unit: kg(STRUCTURAL STEEL SHALL BE ISSUED FREE OF COST AT BHEL STORE) |
| 24 | Thermal Insulation of roofing with Expanded polystyrene fixed with suitable adhesive to the false ceiling as per the directions of the Engineer-in-charge ::With Type N - Normal 50 mm thick Unit:sqm |
| 25 | 12 mm cement plaster of mix : :1:4 (1 cement: 4 fine sand) Unit:Sqm |
| 26 | 15 mm cement plaster on the rough side of single or half brick wall of mix : :1:4 (1 cement: 4 fine sand) Unit:Sqm |
| 27 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. :On concrete work Unit:Sqm |
| 28 | 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 mix) Unit:Cum |
| 29 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50metres lead as per direction of Engineer - in- charge. Unit:Cum |
| 30 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. :In cement mortar Unit:Cum |
| 31 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50metres lead. Unit:Kg |
| 32 | Supplying and stacking at site.:63 mm to 45 mm size stone aggregate Unit:cum |
| 33 | Supplying and stacking at site.:53 mm to 22.4 mm size stone aggregate Unit:cum |
| 34 | Supplying and stacking at site.:Stone screening 13.2 mm nominal size (Type A) Unit:cum |
| 35 | Supplying and stacking at site.:Stone screening 11.2 mm nominal size (Type B) Unit:cum |
| 36 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . Unit:cum |
| 37 | Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap): 400 mm dia piles Unit:m |
| 38 | SUPPLYING OF NON-METALLIC FLOOR HARDENER OF FOSROC/ IRONITE/ SIKA OR ANY OTHER EQUIVALENT APPROVED BRAND AS PER DIRECTION OF ENGINEER-IN-CHARGE. |
| 39 | VACUUM DEWATERING OF CONCRETE FLOOR AFTER POURING THE CONCRETE AND VIBRATING IT WITH POKER VIBRATOR, THEN SCREED VIBRATOR IS RUN TWICE OVER THE LEVELLED SURFACE SUPPORTED ON CHANNEL SHUTTERING IN PANELS AS PER SITE REQUIREMENT UPTO 4.00M APART TO ACHIEVE OPTIMUM.(INCLUDING COST OF CHANNEL SHUTTERING) APPLYING NON-METALLIC HARDENER OF APPROVED BRAND IN RCC FLOORING AS MENTIONED BY MANUFACTURERS BY MECHANICAL SPREADER ON FRESH CONCRETE FLOOR INCLUDING EXTRA STRENGTHENING OF EDGE STRIPS OF 150MM WIDE. THE HARDENER WOULD BE APPLIED IN TWO APPLICATIONS, IN FIRST APPLICATION THE HARDENER APPLIED ON DEWATERED FRESH CONCRETE FLOOR AND ALLOW IT TO ABSORB MOISTURE FROM THE FLOOR, AS THE CONCRETE DARKENS TROWELLING IT BY POWER FLOATER APPROPRIATELY, THEN IMMEDIATELY SPREAD THE REMAINING REQUIRED QUANTITY OF HARDENER AND AGAIN TROWEL IT BY POWER FLOATER UPTO COMPLETE STIFFENING OF FINAL FINISHING SURFACE. THIS INCLUDES THE COST OF LABOUR AND EQUIPMENT'S HIRING CHARGES AS PER SPECIFICATION AND DIRECTION OF ENGINEER-IN CHARGE. (SUPPLY OF NON-METALLIC HARDENER SHALL BE PAID SEPARATELY) |
| 40 | PROVIDING AND GROUTING OF ANCHOR BOLT OF FOUNDATION /BED PLATE ,DOWEL TUBES/SHEAR KEY/JOINTS OF PRECAST MEMBERS IN M-60 GRADE OR ABOVE WITH CEMENTIOUS GROUT (NON SHRINK) SUCH AS FOSROC CONBEXTRAGP2/CICIO GROUT GP/SIKA GROUT 214 IN/SHRINKOMP 30/PIDICRETE 10 M OA ANY OTHER EQUAIVALENT BRAND AS APPROVEPROVIDING AND GROUTING OF ANCHOR BOLT OF FOUNDATION /BED PLATE ,DOWEL TUBES/SHEAR KEY/JOINTS OF PRECAST MEMBERS IN M-60 GRADE OR ABOVE WITH CEMENTIOUS GROUT (NON SHRINK) SUCH AS FOSROC CONBEXTRAGP2/CICIO GROUT GP/SIKA GROUT 214 IN/SHRINKOMP 30/PIDICRETE 10 M OA ANY OTHER EQUAIVALENT BRAND AS APPROVED BY ENGINEER-IN-CHARGE WITH SUITABLE MEANS (FREE FLOWING/PUMP) COMPLETE AS INCLUDES FIXING OF BIDDING/SHUTTERING AS REQUIRED,POURING OF WATER IN POCKETS BEFORE GROUTING AND DEWATERING THE SAME AS PER DIRECTION OF ENGINEER-IN-CHARGE WITH PUMP AND CURING OF POCKET WITH GUNNY JUTE BAGS FOR MINIMUM 7 DAYS COMPLETE IN ALL RESPECT(THE PAYMENT SHALL BE MADE ON THE BASIS OF ACTUAL WEIGHT OF APPROVED GROUT INJECTED AS PER ACTUAL POCKET SIZES AND CONSUMPTION BASIS.) |
| 41 | PROVIDING AND OPERATING ROCK BREAKER:PROVIDING AND OPERATING TIER ONE MOUNTED HYDRAULIC HAMMER/ BREAKER COMMONLY KNOWN AS ROCK BREAKER INCLUDING ALL MAN POWER, FUEL LUBRICANTS, TOOLS & TACKLES REQUIRED FOR SATISFACTORY OPERATION OF THE MACHINE AS PER THE DIRECTION OF ENGINEER-IN-CHARGE. THE MACHINE WILL BE HIRED ON AS AND WHEN REQUIRED BASIS. Please Enable Macros to View BoQ information |
