Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹47.9 L+₹1.0 L (2.20%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹52.7 L+₹5.9 L (12.5%)Rejected-AOC NIL | L3 | Rejected-AOC L3 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
12 Feb 2025, 5:00 pmClosed
Execuitv Engineer
KWA WS Division Kochi 18
State Plan 2024 25 UWSS WSS to Thrikkakara Municipality Supply and laying water supply distribution line from Vanachira road to Millumpady Jn Pipeline Work
2025_KWA_734762_1
KWA/ WSD/CHN/12/2024-25
Open Tender
Civil Works - Water Works
Item Rate
180 days
Trikkakara Municipaliy
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹50,000
3 Apr 2025
5 Feb 2025
14 Feb 2025
5 Feb 2025
12 Feb 2025
5 Feb 2025
5 Feb 2025 - 12 Feb 2025
Amount
Appendix A- Cost of Material
100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia.
OD194034/2024-2025:Supplying 160mm pvc end cap 6kg/cm2
100.98.435:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, Size 50mm.
100.98.472:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 150mm.
Appendix B- Working charge
100.59.1: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, traffic 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.
15.43.2: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
15.2.1: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)
100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock.
100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
100.9.11:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 160 mm nominal outside diameter pipes.
100.37.6.1:In situ fabrication of M.S. pipes of size 150mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. 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.
100.37.6.2:Fabricating M.S. flanges of diameter 150mm using 12mm thick M.S. plate including cost and conveyance charges of M.S. 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 M.S. plates.
OD194033/2024-2025:Conveying and laying 150mm diameter MS pipes 8mm thick excluding cost of pipe and specials as per the direction of Departmental officers including all labour and hire charges.
OD194028/2024-2025:Interconnecting MS pipe and PVC pipe using suitable specials and CID joint including the cost of materials and labour charges as per the direction of deptl officers.
100.37.6.3:Cutting 150mm (I.D.) M.S. 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 M.S. plates.
100.37.6.4:Welding 150mm (I.D.) M.S. 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 M.S. plates.
100.37.6.5:Grinding cut and weld edges of 150mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
18.30.4:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:150 mm diameter pipe
13.48.3:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
OD194032/2024-2025:Disconnecting the 90mm PVC line, which is frequently breaking and endcaping the same with suitable specials as per the direction of deptl officers
100.98.1008:Engaging Coolie.
100.31.1.4:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 150mm diameter, Class I.
18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia
OD194031/2024-2025:Interconnecting the 63mm PVC branch lines from newly laid 160mm PVC line using suitable PVC clamp, 50mm PVC adapter,.50mm PVC bend, 63x50mm PVC reducer etc. including cost and conveyance of all materials and labour charges etc. complete.
OD195288/2024-2025:Interconnecting existing pvc and newly laid 160 mm PVC pipe using suitable specials and CIR joint including the cost of materials and labour charges as per the direction of deptl officers.
OD195618/2024-2025:Interconnection of proposed 160 mm PVC pipe with existing 63 mm PVC pipe , including cost and conveyence of all materials and labour charges etc.as per direction of departmental officers at PT Thomas MLA road
OD195615/2024-2025:Interconnection of proposed 160 mm PVC pipe with existing 400 mm AC Dia Service line, including cost and conveyence of all materials and labour charges etc.as per direction of departmental officers at PT Thomas MLA road
100.32.3:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 50mm Double Acting Air Valve.
OD194029/2024-2025:Changing water supply connections using PVC service saddle of suitable size, 25mm PVC adapter,25mm elbow,25mm PVC pipe, 25mm PVC coupler,25mm ball valve including cost and conveyance of all Materials & labour charges etc. complete
16.78.2:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
4.1.3: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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)
OD208545/2024-2025:Supplying and fixing 160mm pvc Bend
Appx. C - Construction of Valve Chamber-2 nos
2.6.1: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
2.7.1: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.Ordinary rock
4.1.5: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 20 mm nominal size)
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.1.2: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
4.1.3: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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)
5.22.6: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
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
udayakumar (BID ID -2104645)
nil (BID ID -2101933)
Bidder Name
udayakumar
K K BAKKER
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1176090.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .