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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-AOC | L1 | Accepted-AOC lowest agreement executed | |
| 2 | L2₹9.5 L+₹14,075.08 (1.51%)Rejected-AOC | L2 | Rejected-AOC second |
Tender Value
₹10.5 L
EMD Value
₹26,250
Closing Date
26 Nov 2019, 1:00 pmClosed
AE LSGD
Office Of The Assistant Engineer, LSGD Section, Karumalloor GP
Road Construction
2019_LSGD_321871_1
60/AE/KMLR/2019-20
Open Tender
Civil Works - Roads
Item Rate
180 days
Karumalloor GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,650
Yes
online
₹26,250
Yes
17 Feb 2020
16 Nov 2019
27 Nov 2019
16 Nov 2019
26 Nov 2019
16 Nov 2019
Amount
DR 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 : 4 graded stone aggregate 20 mm nominal size)
Road forming and tile laying
3.4 : Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
od380402/2019_2020 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers, mixing by mix in place method and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii)Using Gravel mix soil.
od380406/2019_2020 : Providing and laying 80 mm thick factory made cement concrete interlocking paver block M-30 grade by block making machine with strong vibratory compaction of approved size design and shape laid in required colour and pattern over 75 mm thick crushed stone chipping 6.7 mm size and compacted with plate vibrator
VIJAYAN A B
Bidder Name
E V NIPIN
VIJAYAN A B
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_444508.pdf
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