Kerala Water Authority-KWA has published Jal Jeevan Mission-Providing Functional Household Tap Connections And Laying Of Balance Distribution Network At Mylom Panchayath. Submission Date for this Tender is 03-11-2020. Pipe Laying Tenders in Mylom Panchayath Kerala. Bidders can get complete Tender details and download the document.
| Work Name:Jal Jeevan Mission-Providing Functional Household Tap Connections and Laying of Balance distribution network at Mylom Panchayath | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Appendix-A-Distribution network and extension for last mile connectivity | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.001 | Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001113 | 500 | 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 :All kinds of soil (Ref. Item No. 2.10.1 of DSR) | BI01010001010000000000000515BI0100001114 | 62500 | 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 :"Ordinary Rock. (Ref. Item No. 2.13.1 of DSR) | BI01010001010000000000000515BI0100001115 | 26250 | cum |
| 5 | 1.004 | "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 :Medium Rock (blasting prohibited)New Data derived from DAR | BI01010001010000000000000515BI0100001116 | 375 | cum |
| 6 | 1.005 | "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(Blasting Prohibited) (Ref. Item No. 2.13.3 0f DSR) | BI01010001010000000000000515BI0100001117 | 300 | cum |
| 7 | 1.006 | 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) | BI01010001010000000000000515BI0100001118 | 7000 | metre |
| 8 | 1.007 | Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.NEW DATA (Prepared based on PWD SDB - Item No.1009 | BI01010001010000000000000515BI0100001119 | 100 | metre |
| 9 | 1.008 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m | BI01010001010000000000000515BI0100001120 | 200 | sqm |
| 10 | 1.009 | 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). 40 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001121 | 30000 | metre |
| 11 | 1.01 | 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) 50 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001122 | 45000 | metre |
| 12 | 1.011 | 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).63 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001123 | 45000 | metre |
| 13 | 1.012 | 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. | BI01010001010000000000000515BI0100001124 | 30000 | metre |
| 14 | 1.013 | 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." | BI01010001010000000000000515BI0100001125 | 30000 | metre |
| 15 | 1.014 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work40 mm dia nominal bore | BI01010001010000000000000515BI0100001126 | 2000 | metre |
| 16 | 1.015 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore | BI01010001010000000000000515BI0100001127 | 2000 | metre |
| 17 | 1.016 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore | BI01010001010000000000000515BI0100001128 | 1700 | metre |
| 18 | 1.017 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore | BI01010001010000000000000515BI0100001129 | 750 | metre |
| 19 | 1.018 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore | BI01010001010000000000000515BI0100001130 | 20 | No |
| 20 | 1.019 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore | BI01010001010000000000000515BI0100001131 | 20 | No |
| 21 | 1.02 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore | BI01010001010000000000000515BI0100001132 | 20 | No |
| 22 | 1.021 | "Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :80 mm diameter. Class I"Observed Data derived from item no.18.31.of DAR | BI01010001010000000000000515BI0100001133 | 20 | Nos |
| 23 | 1.022 | 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 | BI01010001010000000000000515BI0100001134 | 20 | Nos |
| 24 | 1.023 | Interconnection of existing line of size 110/90/75/63/50mm PVC with new pipe line using equal Tee including charges of earth work and refilling ,all labour charges, material cost, hire charges etc. complete. | BI01010001010000000000000515BI0100001135 | 50 | No |
| 25 | 1.024 | Interconnection with existing line of size 250/200/160/150/140/125mm DI/PVC/GI lines with newly laid lines of 90/75/63/50/80/65/50/40mm PVC/GI lines using equal Tee,including all labour cost, materials cost,hire charges,,earth work excavation and back filling etc complete. | BI01010001010000000000000515BI0100001136 | 50 | No |
| 26 | 1.025 | 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) | BI01010001010000000000000515BI0100001137 | 300 | cum |
| 27 | 1.026 | Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | BI01010001010000000000000515BI0100001138 | 80 | cum |
| 28 | 1.027 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: | BI01010001010000000000000515BI0100001139 | 80 | cum |
| 29 | 1.028 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001140 | 120 | sqm |
| 30 | 1.029 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) | BI01010001010000000000000515BI0100001141 | 120 | sqm |
| 31 | 1.03 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | BI01010001010000000000000515BI0100001142 | 103.181 | cum |
| 32 | 1.031 | 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 nominal size) | BI01010001010000000000000515BI0100001143 | 318.254 | cum |
| 33 | 1.032 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001144 | 267.2 | sqm |
| 34 | 1.033 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001145 | 51.281 | cum |
| 35 | 1.034 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001146 | 4786.13 | kilogram |
| 36 | 1.035 | 12 mm cement plaster of mix: | BI01010001010000000000000515BI0100001147 | 247.8 | sqm |
| 37 | 1.036 | 560mm dia CI MH cover with frame (heavy duty) including conveying and fixing all as per the direction of Engineer in charge. | BI01010001010000000000000515BI0100001148 | 20 | No |
| 38 | 1.037 | Supply of PVC Pipes and specials 6kg/cm2, 40mm Dia. | BI01010001010000000000000515BI0100001149 | 10000 | metre |
| 39 | 1.038 | Supply of PVC Pipes and specials 8kg/cm2, 40mm Dia. | BI01010001010000000000000515BI0100001150 | 10000 | metre |
| 40 | 1.039 | Supply of PVC Pipes and specials 10kg/cm2, 40mm Dia. | BI01010001010000000000000515BI0100001151 | 10000 | metre |
| 41 | 1.04 | Supply of PVC Pipes and specials , 6kg/cm2, 50mm Dia. | BI01010001010000000000000515BI0100001152 | 15000 | metre |
| 42 | 1.041 | Supply of PVC Pipes and specials , 6kg/cm2, 63mm Dia. | BI01010001010000000000000515BI0100001153 | 10000 | metre |
| 43 | 1.042 | Supply of PVC Pipes and specials , 6kg/cm2, 75mm Dia. | BI01010001010000000000000515BI0100001154 | 10000 | metre |
| 44 | 1.043 | Supply of PVC Pipes and specials , 6kg/cm2, 90mm Dia. | BI01010001010000000000000515BI0100001155 | 10000 | metre |
| 45 | 1.044 | Supply of PVC Pipes and specials 8kg/cm2, 50mm Dia. | BI01010001010000000000000515BI0100001156 | 15000 | metre |
| 46 | 1.045 | Supply of PVC Pipes and specials , 8kg/cm2, 63mm Dia. | BI01010001010000000000000515BI0100001157 | 15000 | metre |
| 47 | 1.046 | Supply of PVC Pipes and specials 8kg/cm2, 75mm Dia. | BI01010001010000000000000515BI0100001158 | 10000 | metre |
| 48 | 1.047 | Supply of PVC Pipes and specials 8kg/cm2, 90mm Dia. | BI01010001010000000000000515BI0100001159 | 10000 | metre |
| 49 | 1.048 | Supply of PVC Pipes and specials , 10kg/cm2, 50mm Dia. | BI01010001010000000000000515BI0100001160 | 15000 | metre |
| 50 | 1.049 | Supply of PVC Pipes and specials 10kg/cm2, 63mm Dia. | BI01010001010000000000000515BI0100001161 | 20000 | metre |
| 51 | 1.05 | Supply of PVC Pipes and specials 10kg/cm2, 75mm Dia. | BI01010001010000000000000515BI0100001162 | 10000 | metre |
| 52 | 1.051 | Supply of PVC Pipes and specials 10kg/cm2, 90mm Dia. | BI01010001010000000000000515BI0100001163 | 10000 | metre |
| 53 | 1.052 | Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm. | BI01010001010000000000000515BI0100001164 | 20 | No |
| 54 | 1.053 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. | BI01010001010000000000000515BI0100001165 | 20 | No |
| 55 | 2 | Appendix B - Providing FHTC | BI01010001010000000000000515BI0100001166 | ||
| 56 | 2.001 | 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. | BI01010001010000000000000515BI0100001167 | 7000 | Nos |
| 57 | 2.002 | Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains from 140mm to 200mm 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. | BI01010001010000000000000515BI0100001168 | 2102 | Nos |
| 58 | 2.003 | 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. | BI01010001010000000000000515BI0100001169 | 45510 | metre |
| 59 | 2.004 | Providing 20mm (1/2 inch) PVC Air Valve in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire for tools and labour charges etc. complete and as per the directions of the department officers. | BI01010001010000000000000515BI0100001170 | 1820 | Nos |
| 60 | 2.005 | 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. | BI01010001010000000000000515BI0100001171 | 9102 | Nos |
| 61 | 2.006 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work15 mm dia nominal bore | BI01010001010000000000000515BI0100001172 | 250 | metre |
| 62 | 2.007 | Geotagging of the FHTC and preparing as laid drawings as per the direction of departmental officers. | BI01010001010000000000000515BI0100001173 | 9102 | No |
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