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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC | L1 | Accepted-AOC AGREED |
Tender Value
₹1.7 L
EMD Value
₹4,229
Closing Date
12 Jan 2024, 5:00 pmClosed
AE LSGD
AE LSGD
RENOVATION OF SC NURSERY SCHOOL PHASE II
2023_LSGD_636535_1
110/AE/KMLR/2023-24
Open Tender
Civil Works - Others
Item Rate
180 days
Karumalloor GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,229
Yes
29 Feb 2024
5 Jan 2024
15 Jan 2024
5 Jan 2024
12 Jan 2024
5 Jan 2024
Amount
stage construction
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)
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
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
11.20.1:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement
OD258908/2023-2024:Name board
Bidder Name
RAGESH K M
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_967371.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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