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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.4 LAccepted-AOC KADAMPAZHIPURAM GP KERALA KL | PATHANAMTHITTA | KERALA | 689694 | 1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical MAMBURAM COLONY ROAD CONCRETE PROJ NO 54 | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹8.5 L
EMD Value
₹21,159
Closing Date
16 Jan 2024, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
O/O EXECUTIVE ENGINEER,LSGD DIVISION DIST PANCHAYAT PALAKKAD 678001
Annual Plan PKD DP 2023-24 School Compound Wall to MNKMGHSS Pulappatta -General Civil Work
2024_LSGD_642006_14
08/D1/ET/AEE/2023-2024
Open Tender
Civil Works - Others
Item Rate
180 days
Pulappatta
Please refer tender documents
7 documents required · 7 mandatory
₹1,870
Yes
₹21,159
Yes
9 May 2024
9 Jan 2024
18 Jan 2024
9 Jan 2024
16 Jan 2024
9 Jan 2024
Amount
Compound wall Constructions
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
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
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - 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
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
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
60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).
OD201678/2023-2024:Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer frame, 6.0 mm thick iron sheet of size 90x60xcm with two coat of name painting over a coat of primer, lettering with suitable colour and size , fixing the post in ground with C C 1:2:4 et complete
ABDUL JALEEL
N.NARAYANANKUTTY
Bidder Name
ABDUL JALEEL
N.NARAYANANKUTTY
PRADEEP N
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_980249.pdf
boq_comp_chart.xlsx
xlsx
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