Kiifb Uwss To Piravommunicipalityreplacement Of Damaged 250 Mm Acgravitty Mainfrom K Akkad Wtp To Pazhoor Sump By Laying 250Mm Di Pipe
Tender Value
1.35 Crore
Estimated cost
Bid Submission
26 Nov 2019
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
5600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Piravom → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Kiifb Uwss To Piravommunicipalityreplacement Of Damaged 250 Mm Acgravitty Mainfrom K Akkad Wtp To Pazhoor Sump By Laying 250Mm Di Pipe
BOQ
| Name of Work:KIIFB- UWSS to Piravom Municipality - Replacement of damaged 250mm AC gravity main from Kakkad WTP to Pazhoor Sump by laying 250mm DI pipe | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Part I - Cost of Materials | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Supply of DI K9 Pipe Conforming to IS 8329/2000, 250mm Dia. | BI01010001010000000000000515BI0100001113 | 2680 | metre |
| 3 | 1.02 | Supply of DI K9 Pipe Conforming to IS 8329/2000, 200mm Dia. | BI01010001010000000000000515BI0100001114 | 16.5 | metre |
| 4 | 1.03 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm. | BI01010001010000000000000515BI0100001115 | 2 | No |
| 5 | 1.04 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm. | BI01010001010000000000000515BI0100001116 | 2 | No |
| 6 | 1.05 | Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Large Orifice Type S2, Size 50mm. | BI01010001010000000000000515BI0100001117 | 4 | No |
| 7 | 1.06 | Supply of 50mm CI D/F Valve for controlling 50mm Air valve | BI01010001010000000000000515BI0100001118 | 4 | No |
| 8 | 1.07 | Supply of 200mm dia mechanical flow meter conforming to ISO 4064 Class B of ARAD/ZENNER/REYCHEM RPG/ITRON make and the flow meter shall be tested and certified by FCRI , Palakkad | BI01010001010000000000000515BI0100001119 | 2 | No |
| 9 | 1.08 | Providing and laying S & S C.I standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class): | BI01010001010000000000000515BI0100001120 | 30.801 | quintal |
| 10 | 1.09 | Supplying 500mm dia manhole cover with frame for the cover slab of flow meter chamber | BI01010001010000000000000515BI0100001121 | 2 | No |
| 11 | 2 | Part II - Working Charges | BI01010001010000000000000515BI0100001122 | ||
| 12 | 2.01 | 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. | BI01010001010000000000000515BI0100001123 | 3285 | metre |
| 13 | 2.02 | 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. | BI01010001010000000000000515BI0100001124 | 350.401 | cum |
| 14 | 2.03 | 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) | BI01010001010000000000000515BI0100001125 | 10.8 | cum |
| 15 | 2.04 | 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) | BI01010001010000000000000515BI0100001126 | 1552.95 | cum |
| 16 | 2.05 | 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) | BI01010001010000000000000515BI0100001127 | 776.475 | cum |
| 17 | 2.06 | 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 | BI01010001010000000000000515BI0100001128 | 258.826 | cum |
| 18 | 2.07 | 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) | BI01010001010000000000000515BI0100001129 | 900 | metre |
| 19 | 2.08 | Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | BI01010001010000000000000515BI0100001130 | 20 | cum |
| 20 | 2.09 | Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials : 250 mm dia Ductile Iron Class K-9 Pipes Data derived from 18.72.18 in DAR | BI01010001010000000000000515BI0100001131 | 2650 | metre |
| 21 | 2.1 | 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 | BI01010001010000000000000515BI0100001132 | 12.5 | metre |
| 22 | 2.11 | Labour for cutting C.I. pipe with steel saw.250 mm diameter C.I. pipe | BI01010001010000000000000515BI0100001133 | 22 | Each Cut |
| 23 | 2.12 | 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:250 mm dia pipes | BI01010001010000000000000515BI0100001134 | 500 | joint |
| 24 | 2.13 | 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 | BI01010001010000000000000515BI0100001135 | 3 | joint |
| 25 | 2.14 | Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:250 mm diameter pipe | BI01010001010000000000000515BI0100001136 | 8 | Nos |
| 26 | 2.15 | \"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) :250 mm diameter. Class I\"Data derived from item no.18.31.5.1 of DAR | BI01010001010000000000000515BI0100001137 | 2 | Nos |
| 27 | 2.16 | \"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 | BI01010001010000000000000515BI0100001138 | 2 | Nos |
| 28 | 2.17 | 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):50 mm Double acting Air Valve Data derived from item no.18.59.1 of DAR | BI01010001010000000000000515BI0100001139 | 4 | Nos |
| 29 | 2.18 | working charge for fixing 200mm dia mechanical flow meter in 250mmDI pipe line using required specials and joints | BI01010001010000000000000515BI0100001140 | 2 | No |
| 30 | 2.19 | Testing 250mm DI/CI pipeline with potable water to the required test pressure . 250 mm dia Observed Data derived from item no.1022 of PHED DATA | BI01010001010000000000000515BI0100001141 | 2650 | metre |
| 31 | 2.2 | Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001142 | 10.125 | cum |
| 32 | 2.21 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001143 | 63 | sqm |
| 33 | 2.22 | Fabricating MS pipes of size 250mm (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. | BI01010001010000000000000515BI0100001144 | 6 | metre |
| 34 | 2.23 | Fabricating MS flanges of diameter 250 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. | BI01010001010000000000000515BI0100001145 | 10 | Nos |
| 35 | 2.24 | Fabricating 250mm MS Bend having a length of 0.90m or nearest size ,using 8 mm thick M.S pipe including cutting, bending, grinding, welding etc. to get a water tight joint capable of withstanding the required pressure including cost and conveyance charges of MS pipe, 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. | BI01010001010000000000000515BI0100001146 | 4 | No |
| 36 | 2.25 | Welding 250mm (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. | BI01010001010000000000000515BI0100001147 | 4 | No |
| 37 | 2.26 | Interconnecting 250mm DI newly laid pipe line with the existing 300mm MS pipe using 300mm MS pipe , 300x250mm MS Reducer, 300&250mm Mechanical joint etc including cost of MS items, labour charges , hire for tools & plants etc. complete as per direction of departmental officers | BI01010001010000000000000515BI0100001148 | 1 | No |
| 38 | 3 | Road Restoration charges for L S G D Road | BI01010001010000000000000515BI0100001149 | ||
| 39 | 3.01 | 4.9Wet Mix MacadamProviding ,laying,spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 KN weight to acheive the desired density including lighting,barricading and maintenance of diversion,etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead | BI01010001010000000000000515BI0100001150 | 226.8 | cum |
| 40 | 3.02 | 5.1.1aPrime Coat :-Low porosityProviding and applying primer coat with bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | BI01010001010000000000000515BI0100001151 | 1512 | sqm |
| 41 | 3.03 | 5.2.3aTack CoatProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to .30 kg per sqm on the prepared granular surfaces treated with primer &cleaned with Hydraulic broom as per Technical Specification Clause 503 | BI01010001010000000000000515BI0100001152 | 1512 | sqm |
| 42 | 3.04 | 5.9.1.2a20mm thick Open-Grade Premix Carpet using Bituminous (penetration grade /modified bitumen)Binder -Bitumen S-65 Providing,laying and rolling of open -graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line,grade and level to serve as wearing course on a previously prepared base,including mixing in a suitable plant ,laying and rolling with a three wheel 80-100 KN static roller capacity ,finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical specification Clause 508.Case-I By Manual Means(II) Bitumen (S-65) | BI01010001010000000000000515BI0100001153 | 1512 | sqm |
| 43 | 3.05 | 5.12.A.3.2aSeal Coat - Manual Means -Type C-Bitumen s-65Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels ,grade and cross fall using Type A,Type B and Type C as per Technical Specification Clause 510A.By Manual Means:- Case-III:Type C(II)Bitumen(S-65) | BI01010001010000000000000515BI0100001154 | 1512 | sqm |
| 44 | 4 | P W D Road Restoration charges | BI01010001010000000000000515BI0100001155 | ||
| 45 | 4.01 | 3.13.1.B Earth work in excavation of foundation of structures as per drawing and technicalspecification, including setting out, construction of shoring and bracing, removal of stumps andother deleterious matter, dressing of sides and bottom, backfilling the excavation earth to theextent required and utilising the remaining earth locally for road work.Ordinary soil - Mechanical Means - (Depth upto 3 m) | BI01010001010000000000000515BI0100001156 | 225 | cum |
| 46 | 4.02 | 3.19.1 Loosening of the ground upto a level of 500 mm below the sub-grade level, watered,graded and compacted in layers to meet requirement of table 300-2 for Compacting originalground supporting sub-grade construction.BT Cutting area | BI01010001010000000000000515BI0100001157 | 90 | cum |
| 47 | 4.03 | 4.1.A.1 Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniformlayers with motor grader on prepared surface and compacting with vibratory power roller toachieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method BT | BI01010001010000000000000515BI0100001158 | 112.5 | cum |
| 48 | 4.04 | 4.12 Providing, laying, spreading and compacting graded stone aggregate to Wet Mix<br>Macadam specification including premixing the Material with water at OMC in mechanicalmix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver insub- base / base course on well prepared surface and compacting with vibratory roller toachieve the desired density. | BI01010001010000000000000515BI0100001159 | 90 | cum |
| 49 | 4.05 | 5.1.a Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface ofgranular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0kg/sqm using mechanical means. | BI01010001010000000000000515BI0100001160 | 450 | sqm |
| 50 | 4.06 | 5.2.b Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressuredistributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned withmechanical broom. | BI01010001010000000000000515BI0100001161 | 450 | sqm |
| 51 | 4.07 | 5.2.a Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressuredistributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleanedwith mechanical broom. | BI01010001010000000000000515BI0100001162 | 600 | sqm |
| 52 | 4.08 | 5.3.2.a Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing<br>an average output of 75 tonnes per hour using crushed aggregates of specified grading<br>premixed with bituminous binder (VG 30), transported to site, laid over a previously preparedsurface with paver finisher to the required grade, level and alignment and rolled as per clauses501.6 and 501.7 to achieve the desired compaction.For Grading II - (19 mm nominal size) | BI01010001010000000000000515BI0100001163 | 22.5 | cum |
| 53 | 4.09 | 5.6.2.a Providing and laying bituminous concrete with 80-100 TPH hot mix plant producingan average output of 75 tonnes per hour using crushed aggregates of specified grading,premixed with bituminous binder( NRMB) @ 5.4 per cent of mix and filler, transporting thehot mix to work site, laying with a hydrostatic paver finisher with sensor control to the requiredgrade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers toachieve the desired compaction as per MORTH specification clause No. 507 complete in allrespectsGrading - II (13.2 mm Nominal Size) | BI01010001010000000000000515BI0100001164 | 18 | cum |
| 54 | 5 | Construction of Valve chamber(1mx1m size) and chamber for Bulk Meter(1.9x1.9 size) | BI01010001010000000000000515BI0100001165 | ||
| 55 | 5.01 | 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 | BI01010001010000000000000515BI0100001166 | 31.024 | cum |
| 56 | 5.02 | 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) | BI01010001010000000000000515BI0100001167 | 3.087 | cum |
| 57 | 5.03 | 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) | BI01010001010000000000000515BI0100001168 | 8.931 | cum |
| 58 | 5.04 | 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001169 | 3.718 | cum |
| 59 | 5.05 | Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001170 | 83.6 | sqm |
| 60 | 5.06 | Centering and shuttering including strutting, etc. and removal of form for: | BI01010001010000000000000515BI0100001171 | 16.505 | sqm |
| 61 | 5.07 | 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 | BI01010001010000000000000515BI0100001172 | 1024 | kilogram |
| 62 | 5.08 | 12 mm cement plaster finished with a floating coat of neat cement of mix: | BI01010001010000000000000515BI0100001173 | 17.701 | sqm |
| 63 | 6 | Restoration of road in WTP compound | BI01010001010000000000000515BI0100001174 | ||
| 64 | 6.01 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required 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. | BI01010001010000000000000515BI0100001175 | 1050 | sqm |
AI Tender Summary
Tender Timeline
Nov 07, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 26, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 29, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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