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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.4 LAccepted-AOC 12050319 BINDHU BENNY 1205 SUB TREASURY KOLENCHERY | ERNAKULAM | KERALA | 680667 | L1 | Accepted-AOC L1 | |
| 2 | L2₹65.6 L+₹4.3 L (7.06%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹55.7 L
EMD Value
₹50,000
Closing Date
16 Oct 2024, 3:00 pmClosed
Executive Engineer
EE,WSP Division ,Kalmandapam, palakkad
Jal Jeevan Mission JJMWSS toMankara PanchayathJJM MANKARAPANCHAYATHGap fillingin already laid distribution network using GI pipeSupply andinstallation of electro magnentic flow meterPipeline Work
2024_KWA_695467_1
16/24-25/EE/WSP/PKD
Open Tender
Civil Works - Water Works
Item Rate
120 days
Mankara pt
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹50,000
24 Feb 2025
9 Oct 2024
17 Oct 2024
9 Oct 2024
16 Oct 2024
9 Oct 2024
9 Oct 2024 - 14 Oct 2024
Amount
Gap fillig using 80mm GI-Cost of Materials
100.98.445:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Double Orifice Type DS2, Size 40mm.
100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
Gap fillig using 80mm GI-Working charges
18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore
OD101065/2024-2025:Interlinking of GI line(both ends) with existing PVC line using all necessary specials(PVC and GI) including earth work excavation to reveal the PVC ends
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
Supply and erection of Electromagnetic Flowmeter
18.70.7: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:400 mm dia pipes
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
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)
5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level
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.
5.22.6: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
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
OD101066/2024-2025:Supplying and installing a electro-magnetic flow meter conforming to protection level of IP-68 for flow sensor and IP-67 for transmeter and having an accuracy level of 0.5% with LED/LCD display unit suitable to measure the discharge of transmission main of 400mm dia. The flow meter should have the housing (flow sensor) to be made of ss304/carbon steel with anti corrosive protection and inside liner to be made up of hard rubber/neoprene all confirming to drinking water standards. The flow meter should be coupled with HART for data acquisition and transfer with provision for wireless transfer through GSM. The manufacturers should have the calibration standards as per ISO 17025 and the product shall have sufficient warranty provisions. Product should be tested and calibrated at FCRI, Palakkad and test certificate should be produced. Flow meter should be calibrated with physical measurement at site after installation. A battery back up of min. 24 hrs should be provided. (Add 15% Extra).
18.30.9:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:400 mm diameter pipe
100.37.11.3:Cutting 400mm (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.
SHIBU ZACHARIA (BID ID -1945536)
Bidder Name
SHIBU ZACHARIA
ROY VARGHESE
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1084195.pdf
boq_comp_chart.xlsx
xlsx
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