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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | Rejected-Technical | - | Rejected-Technical 2 | |
| 3 | Rejected-Technical | - | Rejected-Technical 4 | |
| 4 | Rejected-Technical | - | Rejected-Technical 5 | |
| 5 | Rejected-Technical | - | Rejected-Technical 3 |
Tender Value
₹4.5 L
EMD Value
₹11,130
Closing Date
23 Mar 2020, 11:00 amClosed
Assistant Engineer
Office of the Assistant Executive Engineer LSGD Subdivision Koduvally
DR work, earth filling
2020_LSGD_350466_3
AE/Etender/17/19/LSGD/KDY
Open Tender
Civil Works - Others
Item Rate
90 days
omassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹891
Yes
online
₹11,130
Yes
20 Jun 2025
16 Mar 2020
24 Mar 2020
16 Mar 2020
23 Mar 2020
16 Mar 2020
Amount
retaining 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
4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 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
od543102/2019_2020 : Supplying and filling at site with good quality earth suitable for filling brought from out side, levelling the top at site and banking in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m.
RAFEEQUE
U.SHOUKATHALI
sajijose
SKS MARKETING
Bidder Name
sajijose
U.SHOUKATHALI
RAFEEQUE
BIJO K P
SKS MARKETING
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_491898.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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