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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.9 LAccepted-AOC | 1 | Accepted-AOC First lowest | |
| 2 | 2₹17.1 L+₹16,608.31 (0.98%)Rejected-AOC | 2 | Rejected-AOC Second lowest | |
| 3 | 3₹17.7 L+₹81,029.71 (4.80%)Rejected-AOC 1ST FLOOR ASHIRWAD EJNRWA 163 POZOTH LANE KADAVANTHRA KOCHI ERNAKULAM KERALA 682017 | ERNAKULAM | KERALA | 682017 | 3 | Rejected-AOC Third lowest |
Tender Value
₹18.0 L
EMD Value
₹45,000
Closing Date
13 Apr 2023, 5:00 pmClosed
Project Engineer, Alappuzha
Sabari Gardens chandanakavu Alappuzha- 688011
Deepening and Side protection works
2023_KLDC_570560_1
KLDC/ALP/PE/2022-23/5(1-2)(2)
Open Tender
Civil Works - Others
Item Rate
180 days
Kanjikkuzhi Grama Panchayath Alappuzha District
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,950
Yes
₹45,000
Yes
10 May 2023
3 Apr 2023
19 Apr 2023
3 Apr 2023
13 Apr 2023
3 Apr 2023
Amount
App.A Deepening and Side protection works
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
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
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
60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
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
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 : 4 graded stone aggregate 20 mm nominal size)
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.)
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)
51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
11.20.1 : 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).Light shade pigment using white cement
4A CONSTRUCTION
POSIDON INFRATEL SOLUTIONS PVT LTD
Bidder Name
T SURESH
4A CONSTRUCTION
POSIDON INFRATEL SOLUTIONS PVT LTD
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