Jal Jeevan Mission -Phase I-2020-21 Rwss To Kunnathoor -Providing Fhtc , Pipe Line Extension Supply And Installation Of Pump Set Bulk Water Meter Etc In Kunnathoor Grama Panchayath In Kollam District . Rwss To Kunnathoor -Providing Fhtc , Pipe Line Ext
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Bid Submission
22 Jan 2021
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
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Competition Type
NCB
Bidding Type
Tender
Location / State
Kunnathoor → Kerala
EMD Exemption
Not Available
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Not Available
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Address
Project Description
Jal Jeevan Mission -Phase I-2020-21 Rwss To Kunnathoor -Providing Fhtc , Pipe Line Extension Supply And Installation Of Pump Set Bulk Water Meter Etc In Kunnathoor Grama Panchayath In Kollam District . Rwss To Kunnathoor -Providing Fhtc , Pipe Line Extension Supply And Installation Of Pump Set Bulk Water Meter Etc In Kunnathoor Grama Panchayath In Kollam District .
BOQ
| Work Name:JAL JEEVAN MISSION 2020-21: Phase I - RWSS to Kunnathoor-Providing FHTC,pipe line extention ,Supply & installation of pumpsets ,Bulk Water Meter etc in Kunnathoor Grama Panchayath in Kollam Dstrict | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | App.A : Providing FHTC | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.001 | 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. | BI01010001010000000000000515BI0100001113 | 250 | Nos |
| 3 | 1.002 | Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing AC / GI mains up to 125 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, GI / MS / SS 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. | BI01010001010000000000000515BI0100001114 | 240 | Nos |
| 4 | 1.003 | 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. | BI01010001010000000000000515BI0100001115 | 200 | Nos |
| 5 | 1.004 | Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing AC / GI mains from 150mm 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, GI / MS / SS 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. | BI01010001010000000000000515BI0100001116 | 270 | Nos |
| 6 | 1.005 | 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. | BI01010001010000000000000515BI0100001117 | 8600 | metre |
| 7 | 1.006 | 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. | BI01010001010000000000000515BI0100001118 | 500 | Nos |
| 8 | 1.007 | 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. | BI01010001010000000000000515BI0100001119 | 960 | Nos |
| 9 | 1.008 | Geo-tagging of the FHTC and preparing as laid drawings as per the direction of departmental officers. | BI01010001010000000000000515BI0100001120 | 960 | No |
| 10 | 1.009 | 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. | BI01010001010000000000000515BI0100001121 | 1200 | metre |
| 11 | 1.01 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix) | BI01010001010000000000000515BI0100001122 | 11 | cum |
| 12 | 1.011 | Refilling the trenches with a wet mix of close graded granular materials (Stone aggregate - 25mm nominal size - 17.5%, Stone aggregate - 10mm nominal size - 17.5%, Crushed Stone - 2.36mm to 12.5mm - 25%, Stone chippings / screenings - 4.75mm nominal size - 20%, Stone chippings / screenings - 150 micron nominal size - 20%), mixing properly after adding sufficient quantity of water, refilling in layers not exceeding 150mm, compacting properly at Optimum Moisture Content with Surface Plate Vibrator and disposing the excavated material etc. complete, including traffic control, providing caution boards and as per direction of Engineer-in-charge for road restoration works in pipeline leak sites. | BI01010001010000000000000515BI0100001123 | 21 | cum |
| 13 | 1.012 | 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 | BI01010001010000000000000515BI0100001124 | 47 | sqm |
| 14 | 1.013 | 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) | BI01010001010000000000000515BI0100001125 | 10.25 | cum |
| 15 | 1.014 | 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. | BI01010001010000000000000515BI0100001126 | 47 | sqm |
| 16 | 1.015 | 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.) | BI01010001010000000000000515BI0100001127 | 47 | sqm |
| 17 | 1.016 | Providing 50 mm PVC (6Kg/Cm2) Casing for the protection of Service line | BI01010001010000000000000515BI0100001128 | 600 | metre |
| 18 | 2 | App.B:Supply of Bulk water meter | BI01010001010000000000000515BI0100001129 | ||
| 19 | 2.001 | Providing and fixing enclosed type 250 mm Bulk water meter of woltman type confirming ISO4064 class B and tested and certified complete with bolts, nuts, rubber insertions etc. | BI01010001010000000000000515BI0100001130 | 1 | No |
| 20 | 2.002 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001131 | 9.69 | cum |
| 21 | 2.003 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001132 | 1.292 | cum |
| 22 | 2.004 | 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) | BI01010001010000000000000515BI0100001133 | 3.864 | cum |
| 23 | 2.005 | Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | BI01010001010000000000000515BI0100001134 | 28.362 | sqm |
| 24 | 2.006 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | BI01010001010000000000000515BI0100001135 | 350 | kg |
| 25 | 2.007 | supplying and fixing CI manhole cover of dia 500 mm with frame(heavy duty) and locking arrangements<br>including all cost ,labour charges etc complete | BI01010001010000000000000515BI0100001136 | 4 | No |
| 26 | 3 | App.C:Line extention & Replacement | BI01010001010000000000000515BI0100001137 | ||
| 27 | 3.001 | 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) | BI01010001010000000000000515BI0100001138 | 4530 | cum |
| 28 | 3.002 | 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. | BI01010001010000000000000515BI0100001139 | 3000 | metre |
| 29 | 3.003 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix) | BI01010001010000000000000515BI0100001140 | 172.5 | cum |
| 30 | 3.004 | Refilling the trenches with a wet mix of close graded granular materials (Stone aggregate - 25mm nominal size - 17.5%, Stone aggregate - 10mm nominal size - 17.5%, Crushed Stone - 2.36mm to 12.5mm - 25%, Stone chippings / screenings - 4.75mm nominal size - 20%, Stone chippings / screenings - 150 micron nominal size - 20%), mixing properly after adding sufficient quantity of water, refilling in layers not exceeding 150mm, compacting properly at Optimum Moisture Content with Surface Plate Vibrator and disposing the excavated material etc. complete, including traffic control, providing caution boards and as per direction of Engineer-in-charge for road restoration works in pipeline leak sites. | BI01010001010000000000000515BI0100001141 | 345 | cum |
| 31 | 3.005 | 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) | BI01010001010000000000000515BI0100001142 | 232.5 | cum |
| 32 | 3.006 | 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) | BI01010001010000000000000515BI0100001143 | 3800 | metre |
| 33 | 3.007 | 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). 200 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001144 | 1000 | metre |
| 34 | 3.008 | 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).160 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001145 | 500 | metre |
| 35 | 3.009 | 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). 140 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001146 | 1500 | metre |
| 36 | 3.01 | 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). 90 mm nominal outer dia pipes.\" | BI01010001010000000000000515BI0100001147 | 2000 | metre |
| 37 | 3.011 | 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).75 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001148 | 300 | metre |
| 38 | 3.012 | 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).63 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001149 | 2500 | metre |
| 39 | 3.013 | \"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) :200 mm diameter. Class I\"Data derived from item no.18.31.4.1 of DAR | BI01010001010000000000000515BI0100001150 | 1 | Nos |
| 40 | 3.014 | 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) :150 mm diameter. Class I\"Data derived from item no.18.31.3.1 of DAR | BI01010001010000000000000515BI0100001151 | 1 | Nos |
| 41 | 3.015 | \"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 | BI01010001010000000000000515BI0100001152 | 2 | Nos |
| 42 | 3.016 | 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 | BI01010001010000000000000515BI0100001153 | 1 | Nos |
| 43 | 3.017 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001154 | 20.4 | cum |
| 44 | 3.018 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001155 | 2.04 | cum |
| 45 | 3.019 | 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) | BI01010001010000000000000515BI0100001156 | 8.28 | cum |
| 46 | 3.02 | Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | BI01010001010000000000000515BI0100001157 | 52.801 | sqm |
| 47 | 3.021 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | BI01010001010000000000000515BI0100001158 | 828 | kg |
| 48 | 4 | App.D:Cost of Materials | BI01010001010000000000000515BI0100001159 | ||
| 49 | 4.001 | Supply of PVC Pipes and specials , 6kg/cm2, 200mm Dia. | BI01010001010000000000000515BI0100001160 | 1000 | metre |
| 50 | 4.002 | Supply of PVC Pipes and specials, 6kg/cm2, 160mm Dia. | BI01010001010000000000000515BI0100001161 | 500 | metre |
| 51 | 4.003 | Supply of PVC Pipes and specials, 8kg/cm2, 140mm Dia. | BI01010001010000000000000515BI0100001162 | 1500 | metre |
| 52 | 4.004 | Supply of PVC Pipes and specials, 6kg/cm2, 90mm Dia. | BI01010001010000000000000515BI0100001163 | 2000 | metre |
| 53 | 4.005 | Supply of PVC Pipes and specials, 6kg/cm2, 75mm Dia. | BI01010001010000000000000515BI0100001164 | 300 | metre |
| 54 | 4.006 | Supply of PVC Pipes and specials 6kg/cm2, 63mm Dia. | BI01010001010000000000000515BI0100001165 | 2500 | metre |
| 55 | 4.007 | Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm. | BI01010001010000000000000515BI0100001166 | 1 | No |
| 56 | 4.008 | Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm. | BI01010001010000000000000515BI0100001167 | 1 | No |
| 57 | 4.009 | Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. | BI01010001010000000000000515BI0100001168 | 2 | No |
| 58 | 4.01 | Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm. | BI01010001010000000000000515BI0100001169 | 1 | No |
| 59 | 4.011 | Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.6, Size 80mm. | BI01010001010000000000000515BI0100001170 | 1 | No |
| 60 | 4.012 | Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.0, Size 200mm. | BI01010001010000000000000515BI0100001171 | 1 | No |
| 61 | 5 | App.E:Supply &amp; Erection of Pumpset | BI01010001010000000000000515BI0100001172 | ||
| 62 | 5.001 | Supplying and installing 15 open well submersible horizontal type pump set with all accessories | BI01010001010000000000000515BI0100001173 | 15 | Hp |
| 63 | 5.002 | Supplying and installing 50HP VT pump set with all accessories | BI01010001010000000000000515BI0100001174 | 50 | Hp |
| 64 | 5.003 | Supplying and installing of Panelboard incomer 315 Ampere MCCB -1 No.,Outgoing 200 ampere MCCB -2Nos,63 Ampere MCCB -1No.,Voltmeter ,Ammeeter,Indication lamp.Earth fault relaying | BI01010001010000000000000515BI0100001175 | 1 | L.S |
AI Tender Summary
Tender Timeline
Jan 13, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJan 22, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 25, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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