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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹16.0 L+₹1.1 L (7.59%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹16.6 L+₹1.7 L (11.6%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹17.5 L+₹2.6 L (17.3%)Rejected-AOC KANNAMBRA GRAMA PANCHAYAT KANNAMBRA P O PALAKKAN DIST PIN 578 SPS | 578686 | L4 | Rejected-AOC L4 | |
| 5 | L5₹17.8 L+₹2.9 L (19.2%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
₹18.4 L
EMD Value
₹27,700
Closing Date
30 Aug 2022, 5:00 pmClosed
EXECUTIVE ENGINEER
O/O EXECUTIVE ENGINEER HARBOUR ENGINEERING DEPT ERNAKULAM DIVISION MUNAMBAM
OPERATION MANAGEMENT AND MAINTANANCE OF FISHING HARBOUR CONCRETING PARKING AREA ON NORTH SIDE OF LOADING AREA AT CHETTUVA FISHING HARBOUR
2022_HED_503230_1
61/2022-23/EE/e-T/S
Open Tender
Civil Works - Others
Item Rate
60 days
CHETTUVA
PLEASE REFER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹2,760
Yes
₹27,700
Yes
25 Oct 2022
12 Aug 2022
1 Sept 2022
12 Aug 2022
30 Aug 2022
12 Aug 2022
Amount
Additional Parking area on South side of Existing parking area, North side of Loading area, Back side of Milma Booth, Two wheeler parking shed and Old Auction Hall Flooring
2.8.1 : 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
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)
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
4.18 : Extra for addition of synthetic polyester triangular fibre of length 12 mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/RCC/ Flooring / water retaining structures by using 125 gms of synthetic polyester triangular fibre for 50 kgs cement used as per directions of 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
od2052/2022_2023 : Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Surface vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
26.72 : Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
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)
50.10.1 : Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
12.50 : Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
C.V.RAJESH
K I THOMAS and CO
Swarun D
SANTHOSH JACK
Bidder Name
SANTHOSH JACK
SHAJI.K.K
C.V.RAJESH
K I THOMAS and CO
Swarun D
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