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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC | L1 | Accepted-AOC . | |
| 2 | L2₹25,065.35−₹2.2 L (89.6%)Rejected-Finance KARALIKKATTIL HOUSE WANDOOR | WANDOOR | MALAPPURAM | KERALA | L2 | Rejected-Finance . |
Tender Value
₹2.5 L
EMD Value
₹6,355
Closing Date
3 May 2025, 9:00 amClosed
The Assistant Engineer, LSGD Section , wandoor Gra
The Assistant Engineer, LSGD Section , wandoor Gra
Annual Plan 2024-25 Wandoor GP Project No 581/25 Thullisseri Anganwadi renovation in ward 22 General Civil Work
2025_LSGD_758786_17
ETN/01/AE/LSGD/WDR/25-26
Open Tender
Civil Works - Buildings
Item Rate
345 days
Wandoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹565
Yes
₹6,355
Yes
30 Jul 2025
26 Apr 2025
5 May 2025
26 Apr 2025
3 May 2025
26 Apr 2025
Amount
compound wall and other renovation 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
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
OD540701/2024-2025: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 officers at site
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
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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
50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
13.37.1:White washing with lime to give an even shade:New work (three or more coats)
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
OD541768/2024-2025: Providing and fixing departmental precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness 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 scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required.by using depatermental GI sheet
OD543926/2024-2025:Supplying and fixing 150mm dia PVC rain water gutter semi circular section including fitting with 32mx5m MS flat supporters at 1m interval etc. complete
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
Noorul Hassan K T (BID ID -2206331)
Bidder Name
Noorul Hassan K T
K ABDUL AZEEZ
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1239420.pdf
boq_comp_chart.xlsx
xlsx
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