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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹3.6 LAccepted-AOC AITHARA KALEELAZHIKATHU VEEDU ODANAVATTOM PO | IDUKKI | KERALA | 685533 | l1 | Accepted-AOC Agreement executed on 21/10/2023 | |
| 2 | l2₹3.7 L+₹15,129.60 (4.26%)Rejected-AOC GOPIKA BHAVAN MARUTHAMONPPALLY POOYAPPALLY P O | THIRUVANANTHAPURAM | KERALA | 695001 | l2 | Rejected-AOC Higher rate and hence not admitted |
Tender Value
₹4.2 L
EMD Value
₹10,578
Closing Date
28 Sept 2023, 12:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LSGD Section, Veliyam Grama Panchayat
Annual Plan-Veliyam GP 2023-2024 (P-237/23-24)-Construction of Compound wall and related facilities to Kottara Sub Centre in ward no.13 of Veliyam GP
2023_LSGD_603900_1
5/AE/LSGD/VLM/23-24/PHASEII
Open Tender
Civil Works - Buildings
Item Rate
180 days
Veliyam
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,578
Yes
2 Nov 2023
19 Sept 2023
30 Sept 2023
19 Sept 2023
28 Sept 2023
19 Sept 2023
Amount
Compound wall
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
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
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)
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.
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)
50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm 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
13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
RENJITH G
Bidder Name
ASOKAN. V
RENJITH G
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