Jjm 2020 21 Phase I Providing Fhtcs By Retrofitting Extension Of Existing Water Supply Scheme In Nanminda Grama Panchayath Package 2 Providing Fhtcs By Retrofitting/ Extension Of Existing Water Supply Scheme In Nanminda Grama Panchayath - Package 2
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Jjm 2020 21 Phase I Providing Fhtcs By Retrofitting Extension Of Existing Water Supply Scheme In Nanminda Grama Panchayath Package 2 Providing Fhtcs By Retrofitting/ Extension Of Existing Water Supply Scheme In Nanminda Grama Panchayath - Package 2
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| Work Name:JAL JEEVAN MISSION - PHASE I - 2020-21 - Providing functional household tap connections by retrofitting/ extension of existing Water Supply Scheme in Nanminda Grama Panchayath - Package II | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | APPENDIX A : Providing FHTC by Retrofitting and extending Distribution line - Working Charges & Cost of Materials | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.001 | 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) | BI01010001010000000000000515BI0100001113 | 5206.25 | cum |
| 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 :\"Ordinary Rock. (Ref. Item No. 2.13.1 of DSR) | BI01010001010000000000000515BI0100001114 | 612.5 | cum |
| 4 | 1.003 | 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 Hard Rock(Requiring Blasting). (Ref. Item No. 2.13.2 of DSR) | BI01010001010000000000000515BI0100001115 | 306.25 | cum |
| 5 | 1.004 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.<br>Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) for road work | BI01010001010000000000000515BI0100001116 | 68.25 | cum |
| 6 | 1.005 | 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:<br>Bituminous road | BI01010001010000000000000515BI0100001117 | 3630 | sqm |
| 7 | 1.006 | Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | BI01010001010000000000000515BI0100001118 | 10100 | metre |
| 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). 90 mm nominal outer dia pipes.\" | BI01010001010000000000000515BI0100001119 | 2100 | 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).75 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001120 | 10150 | metre |
| 10 | 1.009 | 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) | BI01010001010000000000000515BI0100001121 | 5400 | metre |
| 11 | 1.01 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore | BI01010001010000000000000515BI0100001122 | 100 | metre |
| 12 | 1.011 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore | BI01010001010000000000000515BI0100001123 | 350 | metre |
| 13 | 1.012 | Conveying and fixing C I Single acting Air Valve of approved quality with bolts,nuts,rubber insertions etc . excluding the cost of air valve(the tail pieces if required will be paid seperately): 25 mm Single acting Air Valve Observed Data derived from item no.18.59.of DAR | BI01010001010000000000000515BI0100001124 | 35 | Nos |
| 14 | 1.013 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore | BI01010001010000000000000515BI0100001125 | 6 | No |
| 15 | 1.014 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore | BI01010001010000000000000515BI0100001126 | 28 | No |
| 16 | 1.015 | Supplying and fixing CI protection tube with surface box including all cost of conveyance labour charge, material cost etc complete | BI01010001010000000000000515BI0100001127 | 69 | No |
| 17 | 1.016 | Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers. | BI01010001010000000000000515BI0100001128 | 1882 | Nos |
| 18 | 1.017 | Providing additional length of house connection pipe using 20mm Indian Standard Class 6 uPVC pipe and specials and testing the joints etc., by trenching and refilling in all kinds of soil with trench of average cross section 0.3m x 0.75m for laying of connection pipe and service pipe, lighting, watching, providing caution boards, traffic control etc., including cost of materials, hire for tools, cost of consumables and labour charges etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads etc., and as per the directions of the department officers. | BI01010001010000000000000515BI0100001129 | 59335 | metre |
| 19 | 1.018 | Providing 15mm PVC Tap in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire charges for tools and labour charges etc. complete and as per the direction of departmental officers. | BI01010001010000000000000515BI0100001130 | 1882 | Nos |
| 20 | 1.019 | Construction of single tap street fountain by using 90mm PVC pipe 6kg/cm2 (1m height) as post including all cost of materials,cost of concrete,labour charges etc complete. | BI01010001010000000000000515BI0100001131 | 1500 | No |
| 21 | 1.02 | Cost of Geo tagging works including all cost,labour charges etc. complete. | BI01010001010000000000000515BI0100001132 | 1882 | No |
| 22 | 1.023 | 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) | BI01010001010000000000000515BI0100001135 | 195.75 | cum |
| 23 | 1.024 | Supply ,stacking,spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading ,unloading & stacking up to any lead. | BI01010001010000000000000515BI0100001136 | 90 | cum |
| 24 | 1.025 | Supply of PVC Pipe, 10kg/cm2, 75mm Dia. | BI01010001010000000000000515BI0100001137 | 10150 | metre |
| 25 | 1.026 | Supply of PVC Pipe, 10kg/cm2, 90mm Dia. | BI01010001010000000000000515BI0100001138 | 2100 | metre |
| 26 | 1.027 | Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm. | BI01010001010000000000000515BI0100001139 | 35 | No |
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