Jjm 2020-2021-Phase Ii-Veliyanoor Grama Panchayat Kottayam District-Providing Fhtc
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Bid Submission
20 Jan 2021
0 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
7500
Non-refundable
Tender Type
Online
Tender Overview
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Competition Type
NCB
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Tender
Location / State
Veliyannoor → Kerala
EMD Exemption
Not Available
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Not Available
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Address
Project Description
Jjm 2020-2021-Phase Ii-Veliyanoor Grama Panchayat Kottayam District-Providing Fhtc
BOQ
| Work Name:JJM - 2020 -21 -PHASE II - VELIYANOOR PANCHAYATH - PROVIDING FHTC BY AUGMENTING/EXTENDING/RETRO FITTING EXISTING WATER SUPPLY SCHEMES COMING UNDER THE JURISDICTION OF P H DIVISION KADAUTHURUTHY | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | APPENDIX A - COST OF MATERIALS | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.001 | Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 : | BI01010001010000000000000515BI0100001113 | 5.21 | quintal |
| 3 | 1.002 | Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 : | BI01010001010000000000000515BI0100001114 | 6.11 | quintal |
| 4 | 1.003 | Supply of PVC Pipe, 10kg/cm2, 90mm Dia. | BI01010001010000000000000515BI0100001115 | 1975 | metre |
| 5 | 1.004 | Supply of PVC 12kg specials (3% of the cost of PVC pipes). | BI01010001010000000000000515BI0100001116 | 1 | L.S |
| 6 | 1.005 | Supply 80mm GI Pipe | BI01010001010000000000000515BI0100001117 | 4318 | metre |
| 7 | 1.006 | Supply of GI pipe fittings(5% of the cost of GI pipes). | BI01010001010000000000000515BI0100001118 | 1 | L.S |
| 8 | 1.007 | Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm. | BI01010001010000000000000515BI0100001119 | 20 | No |
| 9 | 1.008 | Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm. | BI01010001010000000000000515BI0100001120 | 12 | No |
| 10 | 1.009 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. | BI01010001010000000000000515BI0100001121 | 28 | No |
| 11 | 1.01 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 200mm. | BI01010001010000000000000515BI0100001122 | 3 | No |
| 12 | 1.011 | Supply of DI K9 Pipe Conforming to IS 8329/2000, 200mm Dia. | BI01010001010000000000000515BI0100001123 | 5400 | metre |
| 13 | 2 | 2App.B - WORKING CHARGES | BI01010001010000000000000515BI0100001124 | ||
| 14 | 2.001 | 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. | BI01010001010000000000000515BI0100001125 | 10000 | metre |
| 15 | 2.002 | 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. | BI01010001010000000000000515BI0100001126 | 362.5 | cum |
| 16 | 2.003 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | BI01010001010000000000000515BI0100001127 | 75 | cum |
| 17 | 2.004 | 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 :All kinds of soil (Ref. Item No. 2.10.1 of DSR) | BI01010001010000000000000515BI0100001128 | 1946.25 | cum |
| 18 | 2.005 | 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 :\"Ordinary Rock. (Ref. Item No. 2.13.1 of DSR) | BI01010001010000000000000515BI0100001129 | 1592.25 | cum |
| 19 | 2.006 | \"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) | BI01010001010000000000000515BI0100001130 | 962.75 | cum |
| 20 | 2.007 | Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 m2 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 soils as directed, within a lead of 50 m.Medium Rock (blasting prohibited)New Data derived from Item No.2.9.3 | BI01010001010000000000000515BI0100001131 | 1039.28 | cum |
| 21 | 2.008 | 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) | BI01010001010000000000000515BI0100001132 | 2000 | metre |
| 22 | 2.009 | 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). 90 mm nominal outer dia pipes.\" | BI01010001010000000000000515BI0100001133 | 1975 | metre |
| 23 | 2.01 | 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. 80 mm dia nominal bore Data derived from item no.18.12.8 of DARData for 10 m | BI01010001010000000000000515BI0100001134 | 4318 | metre |
| 24 | 2.011 | Labour for cutting C.I. pipe with steel saw.200 mm diameter C.I. pipe | BI01010001010000000000000515BI0100001135 | 90 | Each Cut |
| 25 | 2.012 | Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:200 mm dia pipes | BI01010001010000000000000515BI0100001136 | 1050 | joint |
| 26 | 2.013 | Testing 200mm DI/CI pipeline with potable water to the required test pressure 200 mm dia Observed Data derived from item no.1020 of PHED DATA | BI01010001010000000000000515BI0100001137 | 5400 | metre |
| 27 | 2.014 | Fabricating MS pipes of size 200mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates. | BI01010001010000000000000515BI0100001138 | 200 | metre |
| 28 | 2.015 | Fabricating MS flanges of diameter 200 mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates. | BI01010001010000000000000515BI0100001139 | 30 | Nos |
| 29 | 2.016 | Jointing 200 mm C. I. pipes already laid to lines and levels in the trenches using hemp and lead wool including thoroughly cleaning the ends,, centering-the pipes, inserting lead wool after packing hemp tightly by caulking- with tools of appropriate type to fill the joint space and consolidating as per specifications etc. to withstand the required pressure complete including conveyance charges for lead wool and hemp within initial lead, hire charges for tools and all other incidental charges (including cost of lead wool and hemp).\"(Ref. No. 612, PHED Data Book)\" | BI01010001010000000000000515BI0100001140 | 15 | joint |
| 30 | 2.017 | Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:200 mm diameter pipe | BI01010001010000000000000515BI0100001141 | 50 | Nos |
| 31 | 2.018 | Cutting 200 mm (ID) MS pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates. | BI01010001010000000000000515BI0100001142 | 60 | No |
| 32 | 2.019 | Welding 200 mm (ID) MS pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates. | BI01010001010000000000000515BI0100001143 | 60 | No |
| 33 | 2.02 | Grinding cut and weld edges of 200 mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates. | BI01010001010000000000000515BI0100001144 | 60 | No |
| 34 | 2.021 | Fabricating MS Flanges of diameter 80mm using 12mm thick MS plate including cost and conveyance charges of MS plate, all fabrication changes, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc complete: For pipes fabricated with 8mm thick MS plates. | BI01010001010000000000000515BI0100001145 | 144 | No |
| 35 | 2.022 | Providing flanged joints to double flanged GI pipes and specials, including testing of joints:(Derived from 18.30.1)<br>80 mm diameter pipe | BI01010001010000000000000515BI0100001146 | 20 | Nos |
| 36 | 2.023 | Cutting MS sheet, pipe and specials by gas cutting including cost of gas,all labour and hire charges of tools etc complete. | BI01010001010000000000000515BI0100001147 | 500 | cm |
| 37 | 2.024 | Welding MS sheet, pipe and special by gas or electric plant for three run welding including cost of welding rod / gas, all labour and hire charges of tools etc complete. | BI01010001010000000000000515BI0100001148 | 500 | cm |
| 38 | 2.025 | Grinding the cut edges / welded portions in MS sheet, pipe and specials by grinding machine including all labour and hire charges of tools etc complete. | BI01010001010000000000000515BI0100001149 | 500 | cm |
| 39 | 2.026 | \"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 | BI01010001010000000000000515BI0100001150 | 28 | Nos |
| 40 | 2.027 | \"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 | BI01010001010000000000000515BI0100001151 | 3 | Nos |
| 41 | 2.028 | 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 | BI01010001010000000000000515BI0100001152 | 20 | Nos |
| 42 | 2.029 | 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): 40 mm Single acting Air Valve Observed Data derived from item no.18.59.of DAR | BI01010001010000000000000515BI0100001153 | 12 | Nos |
| 43 | 2.03 | Taking connection from 90 mm PVC line to 80mm GI pipe line by using Tee necessary specials, such as Tee,CID/CIR etc complete. | BI01010001010000000000000515BI0100001154 | 26 | No |
| 44 | 2.031 | Taking connection from 200/160/140/110/90/75/6 mm PVC distribution main a branch line using suitable size Tee and reducers including cost of materials labor charge etc complete. | BI01010001010000000000000515BI0100001155 | 40 | No |
| 45 | 2.032 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete | BI01010001010000000000000515BI0100001156 | 75 | cum |
| 46 | 2.033 | 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) | BI01010001010000000000000515BI0100001157 | 8.601 | cum |
| 47 | 2.034 | Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials :200 mm dia Ductile Iron Class K-9 Pipes Data derived from 18.72.17 in DAR | BI01010001010000000000000515BI0100001158 | 5400 | metre |
| 48 | 3 | 3App.C -CONSTRUCTION OF VALVE CHAMBERS | BI01010001010000000000000515BI0100001159 | ||
| 49 | 3.001 | 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 | BI01010001010000000000000515BI0100001160 | 109.708 | cum |
| 50 | 3.002 | 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) | BI01010001010000000000000515BI0100001161 | 8.44 | cum |
| 51 | 3.003 | 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) | BI01010001010000000000000515BI0100001162 | 56.132 | cum |
| 52 | 3.004 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001163 | 155.962 | sqm |
| 53 | 3.005 | Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001164 | 192.241 | sqm |
| 54 | 3.006 | 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 | BI01010001010000000000000515BI0100001165 | 4612 | kilogram |
| 55 | 3.007 | 12 mm cement plaster finished with a floating coat of neat cement of mix: | BI01010001010000000000000515BI0100001166 | 57.658 | sqm |
| 56 | 3.008 | supply and providing of 560 mm dia cover with frame (Heavy duty-weight-208kg ) | BI01010001010000000000000515BI0100001167 | 31 | No |
| 57 | 4 | BULK FLOW METER - Cost of materials | BI01010001010000000000000515BI0100001171 | ||
| 58 | 4.001 | Supplying 200mm dia Mechanical flow meter of Woltman type conforming to ISO 4064 class B of ARAD/ZENNER/REYCHEM RPG/ITRON make and shall be tested and certified by FCRI Palakkad and fitting in proper position and alignment as per manufactures instruction | BI01010001010000000000000515BI0100001172 | 1 | No |
| 59 | 4.002 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 200mm. | BI01010001010000000000000515BI0100001173 | 1 | No |
| 60 | 4.003 | \"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 | BI01010001010000000000000515BI0100001174 | 1 | Nos |
| 61 | 4.004 | Supplying 80mm Dia. Mechanical Flow Meter of Woltman type conforming to ISO 4064 Class B of<br>ARAD/ZENNER/REYCHEM RPG/ITRON make and shall be tested and certified by FCRI Palakkad.(Rate is excluding fitting charges and 12% GST component and inclusive of 15% extra as per Circular No.KWA/HO/SP-4014/2012/flow meter & soft starter dt.05/09/2012 of the MD,KWA) | BI01010001010000000000000515BI0100001175 | 21 | No |
| 62 | 4.005 | Fixing bulk flow meter , including cost of tail piece, labour charges etc complete | BI01010001010000000000000515BI0100001176 | 21 | No |
| 63 | 5 | Working charges | BI01010001010000000000000515BI0100001177 | ||
| 64 | 5.001 | 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) | BI01010001010000000000000515BI0100001178 | 3.75 | cum |
| 65 | 5.002 | Labour for cutting C.I. pipe with steel saw.200 mm diameter C.I. pipe | BI01010001010000000000000515BI0100001179 | 3 | Each Cut |
| 66 | 5.003 | Grinding cut and weld edges of 200 mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates. | BI01010001010000000000000515BI0100001180 | 3 | No |
| 67 | 5.004 | Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:200 mm diameter pipe | BI01010001010000000000000515BI0100001181 | 2 | Nos |
| 68 | 5.005 | Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:200 mm dia pipes | BI01010001010000000000000515BI0100001182 | 5 | joint |
| 69 | 6 | 4App.D - PROVIDING FHTC - 200 Nos(Expected nos). | BI01010001010000000000000515BI0100001183 | ||
| 70 | 6.001 | 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. | BI01010001010000000000000515BI0100001184 | 2400 | metre |
| 71 | 6.002 | 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. | BI01010001010000000000000515BI0100001185 | 31.501 | cum |
| 72 | 6.003 | 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. | BI01010001010000000000000515BI0100001186 | 200 | Nos |
| 73 | 6.004 | 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. | BI01010001010000000000000515BI0100001187 | 2000 | metre |
| 74 | 6.005 | Providing additional length of house connection pipe using 25mm 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. | BI01010001010000000000000515BI0100001188 | 800 | metre |
| 75 | 6.006 | 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. | BI01010001010000000000000515BI0100001189 | 160 | Nos |
| 76 | 6.007 | 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. | BI01010001010000000000000515BI0100001190 | 200 | Nos |
| 77 | 6.008 | Cost for Geo Tagging of Water connections as per JJM Norms. | BI01010001010000000000000515BI0100001193 | 1634 | No |
| 78 | 6.009 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete | BI01010001010000000000000515BI0100001194 | 13.5 | cum |
AI Tender Summary
Tender Timeline
Jan 14, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJan 20, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 23, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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