Improvement Of Internal Streets From Lala House Near Veterinary Hospital To Chander Bhan House To Phirni And Phirni To Mahesh House Including Adjoining Streets At Village Mundka In Mundka Ac-08 Distt. West. Improvement Of Internal Streets From Lala House
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Project Description
Improvement Of Internal Streets From Lala House Near Veterinary Hospital To Chander Bhan House To Phirni And Phirni To Mahesh House Including Adjoining Streets At Village Mundka In Mundka Ac-08 Distt. West. Improvement Of Internal Streets From Lala House Near Veterinary Hospital To Chander Bhan House To Phirni And Phirni To Mahesh House Including Adjoining Streets At Village Mundka In Mundka Ac-08 Distt. West.
BOQ
| Sl. No. | Item Description |
| 1 | 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 |
| 2 | 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) |
| 3 | Excavation of silt including malba, earth debries, rubbish ploythene bed all floating material etc. from the bed of drain and disposal of excavated material at own source of contractor by mechanical transport upto lead of 5.00 Km and lift upto 1.5 m complete as per directions of engineer-in-charge |
| 4 | Supplying of building rubbish/malba, carted by mechnical transport including watering and banking the same in layers not exceeding 20cm in depth breaking clods, rolling each layer with 1/2 tonne roller of wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonne and dressing up in emabankments road, flood banks, amarginal banks and of filling up ground depression with lead up to 5km and lift complete |
| 5 | 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 : 8 graded stone aggregate 40 mm nominal size) |
| 6 | Supplying and stacking at site 53 mm to 22.4 mm size stone aggregate |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) Neat cement punning. |
| 9 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. |
| 10 | Providing and laying cement concrete pavement of M-10 with ready mixed concrete from batching plant of reputed cement manufacture and transported to the site of work in transit mixer having continuous agitated mixer, manufacture as per mixed design of M-10 grade of cement concrete work including pumping of RMC from transit mixer to site. Placing in required camber compulsory with plate/screed vibrator with wire brush etc. and curing including cost admixer in recommended proportions as per IS:9103 to accelerate/retard setting of concrete, improve workabilty witthout impairing strength and durabiltity as per specification and direction of Engineer-in-Charge. Note-1) less cement used than specified in this item is recoverable seprately.M-10 Grade plain cement concrete by using 220 kg of cement per cum of concrete. |
| 11 | Providing and laying RMC of M-30 grade By using 400kg of cement (43 grade. OPC) per Cum of concretein roads/streets manufactured in automatic RMC plant using coarse sand and graded stone aggregate of 20mm nominal size in appropriate proportion as per approved design criteria including transportation to site in transit mixer, including cost of admixture in recommended proportion as per IS9103 to accelerate/ retard setting of concrete to improve workability without impairing strength and durability as per specification including spreading and compacting mechanically by using needle and surface vibrators, leveling to required slope & camber, finishing by floating & brooming with wire brushes etc. and curing including making provision for contraction /expansion, construction of cross/ longitudinal joints of size 10mm wide 50 mm deep by groove cutting machine, providing and filling joints with approved joint filler and sealants, etc. complete, as per direction of Engineer-charge (Cost of joint filler & sealants shall be paid for separately under relevant items) |
| 12 | Providing and laying in position bitumen hot sealing compound for expansion joints etc Using grade ‘A’ sealing compound. |
| 13 | 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 |
| 14 | Raising of existing manhole up to 30 cm (Av) height by dismantling of C.C/RCC cover and frame including brick masonry with bricks of class designation 75 in cement mortar 1:4(1cement: 4 coarse sand) plastering inside walls with cement mortar 1:4 (1 cement:4 coarse sand ) with a floating coat of neat cement punning 12mm thick including cost of quantities to be executed in or under foul position complete as per direction of Engineer-in-charge. |
| 15 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality EHD - 35 Circular shape 560 mm internal dia |
| 16 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
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