Deposit Work 2019-20 Block Panchayath Pattanakkadu Extension Of Pipe Line From New Voice Indanthuruth Road In Ward No . 17 And 18 Of Thuravoor Grama Panchayath ( Project No . 97/2021 ) Deposit Work 2019-20 Block Panchayath Pattanakkaduextension Of P
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Deposit Work 2019-20 Block Panchayath Pattanakkadu Extension Of Pipe Line From New Voice Indanthuruth Road In Ward No . 17 And 18 Of Thuravoor Grama Panchayath ( Project No . 97/2021 ) Deposit Work 2019-20 Block Panchayath Pattanakkaduextension Of Pipe Line From New Voice Indanthuruth Road In Ward No . 17 And 18 Of Thuravoor Grama Panchayath ( Project No . 97/2021 )
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| Work Name:DEPOSIT WORK 2019-20- BLOCK PANCHAYATH PATTANAKKADU-EXTENSION OF PIPE LINE FROM NEW VOICE-INDANTHURUTH ROAD IN WARD NO 17 AND 18 OF THURAVOOR GRAMA PANCHAYATH (PROJECT NO.97/2021) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | APP-A WORKING CHARGES | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.001 | 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 | BI01010001010000000000000515BI0100001113 | 53 | sqm |
| 3 | 1.002 | 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) | BI01010001010000000000000515BI0100001114 | 625 | cum |
| 4 | 1.003 | Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals. (Data Prepared based on PWD SDB - Item No.1009) | BI01010001010000000000000515BI0100001115 | 225 | metre |
| 5 | 1.004 | Engaging Coolie | BI01010001010000000000000515BI0100001116 | 10 | Day |
| 6 | 1.005 | Conveying PVC pipes and specials from PH division store,Alappuzha or any other places by Mechanical transport including loading,unloading and stacking at work site within initial lead and lift as directed for the 1st 20 Km | BI01010001010000000000000515BI0100001117 | 1.928 | MT |
| 7 | 1.006 | Conveying PVC pipes and specials from PH division store,Alappuzha or any other places by Mechanical transport including loading,unloading and stacking at work site for every additional 1 km or part thereof over the initial lead (Beyond 20 Km) | BI01010001010000000000000515BI0100001118 | 38.56 | tonne km |
| 8 | 1.007 | Laying UPVC pipes of class 2 to class 6 and specials, 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. | BI01010001010000000000000515BI0100001119 | 750 | metre |
| 9 | 1.008 | Laying UPVC pipes of class 2 to class 6 and specials, 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). 90 mm nominal outer dia pipes.\" | BI01010001010000000000000515BI0100001120 | 350 | metre |
| 10 | 1.009 | Alternating the existing water connection to the new lines by using 20mm (ID) ASTM schedule 80pipe and ASTM/GI/GM specials viz. main cock, suitable saddle piece etc. and connecting the newly laid main, testing the joints etc. complete including trenching and refilling in all classes of soil up to a depth of 1.5m for main line tracing and trench of 0.40 x 0.75m for laying service line, watching, keeping etc.complete including cost of materials, hire and labour charges .. | BI01010001010000000000000515BI0100001121 | 10 | No |
| 11 | 1.01 | Interconnecting the newly laid 110 mm PVC pipe line with the existing 250 mm PVC pipe by cutting the existing PVC line diametrically, the cut being diametrically perpendicular to the axis of pipe and smoothening of cut ends, inserting suitable specials such as 250x250mm PVC Tee, 250x110mm PVC Reducer, 250mm CIR joint supplied by the contractor and placing in position,joining with solvent cement and testing to the required test pressure,including necessary earth work excavation,cost of specials supplied by the contractor,labour charges and hire for tools etc.,complete | BI01010001010000000000000515BI0100001122 | 1 | No |
| 12 | 1.011 | Supplying at site superior quality 110 mm PVC Bend (6 Kg/cm2) | BI01010001010000000000000515BI0100001123 | 8 | No |
| 13 | 1.012 | Supplying at site superior quality 90 mm PVC Bend (6 Kg/cm2) | BI01010001010000000000000515BI0100001124 | 4 | No |
| 14 | 1.013 | Supplying at site superior quality 110 mm PVC Tee (6 Kg/cm2) | BI01010001010000000000000515BI0100001125 | 1 | No |
| 15 | 1.014 | Supplying at site superior quality 110x90 mm PVC Reducer (6 Kg/cm2) | BI01010001010000000000000515BI0100001126 | 2 | No |
| 16 | 1.015 | Supplying at site superior quality 90 mm End Cap (6 Kg/cm2) | BI01010001010000000000000515BI0100001127 | 2 | No |
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