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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAccepted-AOC METHRAYIL HOUSE THATHAMPALLY ALAPPUZHA PIN 688013 | ALAPPUZHA | ALAPPUZHA | KERALA | 688013 | ₹4.0 Cr Quoted ₹4.1 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹4.3 Cr+₹17.6 L (4.29%)Rejected-AOC PALLIYAN HOUSE KARUKUTTY PO ERNAKULAM DT 683576 | ERNAKULAM | KERALA | 683576 | ₹4.3 Cr+₹17.6 L (4.29%) | L2 | Rejected-AOC Being L2 |
| 3 | L3₹5.1 Cr+₹1.0 Cr (24.7%)Rejected-AOC | ₹5.1 Cr+₹1.0 Cr (24.7%) | L3 | Rejected-AOC Being L3 |
Tender Value
₹3.9 Cr
EMD Value
₹1 L
Closing Date
28 Feb 2020, 5:00 pmClosed
Director
Inland Navigation Directorate, Asramam, Kollam-2
Cleaning , Construction of Drain and Beautification of Canal in Sea view ward in Alappuzha Mucipality in Alappuzha LA constituency
2020_Irrig_337589_2
31/DIR/INDT/2019-20
Open Tender
Civil Works - Canal
Item Rate
365 days
Alappuzha Muncipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹12,320
Yes
online
₹1 L
Yes
5 Jun 2020
13 Feb 2020
5 Mar 2020
13 Feb 2020
28 Feb 2020
13 Feb 2020
Amount
CANAL WORK
2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared etc complete as per the Direction of Departmental Engineer in Charge.
od26481/2018_2019/IA : Supplying and filling gravely earth with approved material obtained from borrow pits with all lift &leads, transporting to site ,spreading and compact including all charges etc complete as per the Direction of Departmental Engineer in Charge.
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 etc complete as per the Direction of Departmental Engineer in Charge
60.1.1 : RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc complete as per the Direction of Departmental Engineer in Charge
60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete as per the Direction of Departmental Engineer in Charge
2.16.2 : Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m etc complete as per the Direction of Departmental Engineer in Charge
60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc complete as per the Direction of Departmental Engineer in Charge
4.1.8 : 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) etc complete as per the Direction of Departmental Engineer in Charge
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 complete as per the Direction of Departmental Engineer in Charge
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 etc complete as per the Direction of Departmental Engineer in Charge
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 etc complete as per the Direction of Departmental Engineer in Charge
11.20.3 : Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement etc complete as per the Direction of Departmental Engineer in Charge
10.28 : Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) etc complete as per the Direction of Departmental Engineer in Charge
16.70.2 : Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required etc complete as per the Direction of Departmental Engineer in Charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade
JAMES P J
Minartech Developers PVT LTD
Bidder Name
Minartech Developers PVT LTD
JAMES P J
ASHOKAN PARTHAN
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