Deposit Work Providing Water Supply Arrangements To Town Hall Road Alambimala Road And Canal Road In Ward No 18 Of Kalamassery Municipality Deposit Work Providing Water Supply Arrangements To Town Hall Road Alambimala Road And Canal Road In Ward No 18 Of
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Project Description
Deposit Work Providing Water Supply Arrangements To Town Hall Road Alambimala Road And Canal Road In Ward No 18 Of Kalamassery Municipality Deposit Work Providing Water Supply Arrangements To Town Hall Road Alambimala Road And Canal Road In Ward No 18 Of Kalamassery Municipality
BOQ
| Sl. No. | Item Description |
| 1 | Working charges |
| 2 | Dismantling 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:Bituminous road |
| 3 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil (Ref. Item No. 2.10.1 of DSR) |
| 4 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :\"Ordinary Rock.(Ref. Item No. 2.13.1 of DSR) |
| 5 | Laying UPVC pipesof class 2 to class 6 andspecials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure(excluding cost of pipes and specials).160 mm nominal outer dia pipes. |
| 6 | Laying UPVC pipesof class 2 to class 6 andspecials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure(excluding cost of pipes and specials).110 mm nominal outer dia pipes. |
| 7 | Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. but excluding cost of pipes and fittings - External work. 150 mm dia nominal ore Observed Data derivedfrom item no.18.12 of DAR |
| 8 | Cutting 150mm GI pipes for making bends and other specials including cost of gas, all labour and hire charges of tools etc. complete: |
| 9 | Welding and Grinding 150mm GI pipes for making bends and other specialsby gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: |
| 10 | Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 160 mm dia Elbow |
| 11 | Supplying 160x110mm PVC Reducer |
| 12 | Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia Elbow |
| 13 | Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC solvent cement 110x110x110 mm dia Tee |
| 14 | Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia End Cap |
| 15 | Interconnection of Existing 300mm AC Pipe with new 160/110 mm PVC using 300x50mm MS Saddle clamp , including all material and labour charges etc complete |
| 16 | Interconnection of existing 160 mm PVC with newly laid 160mm PVC by using 160mm PVC Coupling, earth work excavation and labour charges. |
| 17 | Interconnecting the 160mm PVC With 150mm GI pipe by using CID joint, including all cost of materials and necessary earth work excavation in all classes of soil etc. complete as per direction of departmental officers and etc complete |
| 18 | Interconnection of existing 110 mm PVC with newly laid 110mm PVC by using 110mm PVC Coupling, earth work excavation and labour charges. |
| 19 | 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 - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20 |
| 20 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 21 | material cost |
| 22 | Supply of GI Pipe Medium 150mm |
| 23 | Supply of uPVC Pipe, IS 4985:2000 , 6kg/cm2, 110mm Dia. |
| 24 | Supply of uPVC Pipe, IS 4985:2000 , 6kg/cm2, 160mm Dia. |
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