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| 1 | Excavation ,loading,unloading and carriage by mechanical means of all kinds of soil including stoney earth,gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimmimg of slopes and bed to design section and depositing the excavated materials away from works site including T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 2 | Watering earthwork upto OMC condition and compaction by sheepfoot rollers and dozer in layers not exceeding 22.5 cm to 95% dry density including hire and running charges of all the machineries including labour and labour cess, T&P required for the work etc.complete as per direction of Engineer-in-charge. (measurement to be taken on the finished compacted section of the fill under OMC condition). |
| 3 | Excavation of foundation in hard or gravelly soil, stiff black cotton soil & stoney earth mixedwith boulder with all leads lifts and delifts including dressing, levelling the bed and depositing the excavated materials away from the work site including T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 4 | Filling foundation and plinth with sand of approved quality,watered and rammed including cost & conveyance of all materials, royalty of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 5 | Cement Concrete M15 with 40 mm hard granite crusher broken aggregates metal per 1 cum free from weathered skin surface, dust and any other deleterious materials including rigid smooth centering machine mixing, watering, compacting with vibrators, hoisting and laying in position for a finished smooth surface and curing with all leads, lifts and delifts, hire and running charges of machineries construction including cost & conveyance of all materials, royalty of materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge.(ground floor) |
| 6 | RCC M20 with HG (CB) 20 mm size aggregates metal per 1 cum free from weathered skin surface, dust and any other deleterious materials including rigid smooth centering machine mixing, watering, compacting with vibrators, hoisting and laying in position for a finished smooth surface and curing with all leads, lifts and delifts, hire and running charges of machineries construction including cost & conveyance of all materials, royalty of materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge.(ground floor) |
| 7 | Supply, fitting, fixing, straightening, bending, binding and placing in position of uncoated HYSD bar reinforcement complete including cost & conveyance of all materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 8 | 2.5 cm AS flooring with Cement Concrete (1:2:4) with 12 mm to 20 mm hard granite crusher broken aggregates metal per 1 cum free from weathered skin surface, dust and any other deleterious materials including cement punning, rigid smooth centering machine mixing, watering, compacting with vibrators, hoisting and laying in position for a finished smooth surface and curing with all leads, lifts and delifts, hire and running charges of machineries construction including cost & conveyance of all materials, royalty of materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 9 | Rigid smooth centering and shuttering for R.C.C works including false works and dismentalling there after casting including cost, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. (a) Foundation & Plinth. |
| 10 | Fly ash brick (23cm x 11cm x 8 cm ) size having crushing strength not less than 75kg/cm2 with dimensional tolerance ±2% in cement mortar(1:6) in plinth and foundation including cost & conveyance of materials, royalty of materials, T & P required for the work,sundries, labour and labour cess etc complete as per specification and direction of Engineer-in-charge. |
| 11 | Fly ash brick (23cm x 11cm x 8 cm ) size having crushing strength not less than 75kg/cm2 with dimensional tolerance ±2% in cement mortar(1:6) in super structure including cost & conveyance of materials, royalty of materials, T & P required for the work,sundries, labour and labour cess etc complete as per specification and direction of Engineer-in-charge. |
| 12 | 16 mm thick C.P. in C.M. ( 1:6) inside wall of the brick work masonary finish smooth including racking joint including cost & conveyance of all materials, royalty of materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. Data for 1 sqm |
| 13 | 12 mm thick C.P. in C.M. ( 1:6) to brick masonry including cement punning and bitumen painting on top wall including cost & conveyance of all materials, royalty of materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. Data for 1 sqm |
| 14 | Rough Stone dry packing in approns and revetments with hgcb of 15cm to 30 cm sizeincluding cost & conveyance of all materials, royalty of materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charg |
| 15 | Priming one coat with any approved (exterior) primer over plaster surface including cost of all materials, T & P required for the work, labour and labour cess etc complete as per direction of Engineer in charge. |
| 16 | Wall painting 2 two coats with plastic emulsion paint of approved shade on new work to give and even shade including cost of all materials, T & P required for the work, labour and labour cess etc complete as per direction of Engineer in charge. |
| 17 | Provision of weep hole in brick masonry /plain/Rinforcement concrete abutment wing wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 2 H towards face including cost of all materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 18 | Fine dressing and turfing to the slopes of the road embankment with compact dub gross transported by mechanical means including cost & conveyance of all materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 19 | Back filling of excavated earth in foundation and plinth including T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 20 | Supplying and fixing 80 mm thick cement concrete interlocking paver block of M-40 gradeof approved make, design, colour and size made by block making machine with proper compaction laid in required pattern etc. including cost & conveyance of all materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc. as per drawing and technical specification cluses 1504 MORTH and specification 6919-11 1986. Please Enable Macros to View BoQ information |
