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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC PATTARKADAVAN HOUSE KODUR MALAPPURAM 676504 | MALAPPURAM | KERALA | 676504 | L1 | Accepted-AOC Accepted vide resolution No- 01(01) dated 28.02.2025 of Oorakam GP | |
| 2 | L2₹5.4 L+₹27,707.98 (5.39%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence rejected | |
| 3 | L3₹5.4 L+₹29,545.81 (5.75%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | L4₹5.5 L+₹37,264.07 (7.25%)Rejected-Finance | L4 | Rejected-Finance Rejected |
Tender Value
₹5.9 L
EMD Value
₹14,830
Closing Date
16 Jan 2025, 11:00 amClosed
Assistant Engineer, Oorakam GP
Office of the Assistant Engineer, LIDEW Section, Oorakam GP
Construction of Compound wall to Kottumala Thazhe Anganwadi
2025_LSGD_723029_5
05/ET-RET/AE/LIDEW/ORKM/24-25
Open Tender
Civil Works - Buildings
Item Rate
360 days
Oorakam GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,310
Yes
₹14,830
Yes
6 Jul 2025
7 Jan 2025
17 Jan 2025
7 Jan 2025
16 Jan 2025
7 Jan 2025
Amount
For Improvement works.
OD209944/2024-2025:Providing and laying 60 mm thick factory made cement concrete interlocking paver block made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of stone aggregate 6mm nominal size, filling the joints etc. all complete as per the direction of Engineer-in-charge.
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
OD210619/2024-2025: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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
5.22.6: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
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
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
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
4.2.3:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement : 2 coarse sand : 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
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
50.10.2:Steel work for purlin/single section with G I pipes 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
OD214624/2024-2025:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 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 up to 12 meter 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 up to 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. Details of cost for 216.14 sqm (External dimension of plinth) Area of roof 20.2x10.70m=216.14sqm Sheets Used = 20Nos x 10.70m x 1.06m = 226.84 sqm add 3% wastage = 6.81 Total = 233.65sqm
ABDUL RAHOOF V (BID ID -2061622)
YARBASH P (BID ID -2063091)
AKHIL RAJ K (BID ID -2060129)
Bidder Name
SAIFULLAH P K
YARBASH P
AKHIL RAJ K
ABDUL RAHOOF V
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1147547.pdf
boq_comp_chart.xlsx
xlsx
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