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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.6 LAccepted-AOC | L1 | Accepted-AOC First lowest | |
| 2 | L2₹50.9 L+₹1.3 L (2.60%)Rejected-AOC | L2 | Rejected-AOC Second lowest |
Tender Value
₹55.1 L
EMD Value
₹50,000
Closing Date
4 Apr 2025, 2:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER, LID AND EW SECTION, KUNNOTHPARAMBA G P
Annual Plan-KUNNOTHPARAMBA G P CONSTRUCTION OF VCB AT PUTHUR RIVER-Pro. No. 148/25-General Civil Work
2025_LSGD_755893_4
AE/LSGD/KNP/ETEN-05/24-25
Open Tender
Civil Works - Water Works
Item Rate
180 days
KUNNOTHPARAMBA G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
16 May 2025
28 Mar 2025
5 Apr 2025
28 Mar 2025
4 Apr 2025
28 Mar 2025
Amount
Construction of VCB
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
OD484767/2024-2025:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and cleaning the site by dismantling the bund after completion of the work etc. complete( Modified 60.1.2)
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
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)
OD484605/2024-2025: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 officiers at site.(Modified 60.7.1)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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)
5.1.2: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
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
OD484374/2024-2025:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75 mm depth in the grooves already arranged as per the direction of departmental officers (OD from 60.63.1)
OD484375/2024-2025:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to withstand the design and maw water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental officers (OD from 60.63.2)
OD492359/2024-2025:Supplying and fitting name board of size 75cm to 45 cm made with GI Plain sheet 1.25 mm thick (class IIII) fitted with 35x35x4 mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the GI sheet fitted 2 nos 32 mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1:2:4 30cm x30cm x30cm including cost and conveyance of all materials all labour charge fabricating etc. complete.
K.T. DEVASIA (BID ID -2186449)
Bidder Name
K.T. DEVASIA
PRAMODAN K C
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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