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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹5.8 L+₹15,313.85 (2.73%)Rejected-AOC | L2 | Rejected-AOC HIGHER | |
| 3 | L3₹6.4 L+₹75,839.16 (13.5%)Rejected-AOC PAZHAYIDATH ERATTUPETTA | L3 | Rejected-AOC HIGHER | |
| 4 | L4₹6.6 L+₹1.0 L (18.1%)Rejected-AOC | L4 | Rejected-AOC HIGHER |
Tender Value
₹7.6 L
EMD Value
₹19,049
Closing Date
16 Jan 2023, 9:00 amClosed
DEEPTHI SG
Office of the Assistant Engineer, LIDEW Section, Moonnilavu Grama Panchayat
CONSTRUCTION OF RETAINING WALL AND CONCRETING OF KADANAD PANCHAYATH WELL ROAD
2023_LSGD_547138_1
03/2022/AE/LIDEW/MNLV
Open Tender
Civil Works - Roads
Item Rate
100 days
MOONNILAVU G P
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,680
Yes
₹19,049
Yes
4 May 2023
7 Jan 2023
19 Jan 2023
7 Jan 2023
16 Jan 2023
7 Jan 2023
Amount
Retsining 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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 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.
SHAJI MATHEW
ABUL FAICY
MULLACKAL CONSTRUCTION
Bidder Name
SHAJI MATHEW
St.joseph Constructions
MULLACKAL CONSTRUCTION
ABUL FAICY
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