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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC | L1 | Accepted-AOC work awarded | |
| 2 | L2₹7.2 L+₹1,448 (0.20%)Rejected-Finance | L2 | Rejected-Finance L2 |
Tender Value
₹8.5 L
EMD Value
₹21,250
Closing Date
5 Nov 2019, 2:00 pmClosed
AE
OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER LSGD SECTION, THIRUVALLA MUNICIPALITY
Construction of retaining wall from village officepadi to keechari road in ward 28.
2019_LSGD_313176_1
E/152/TVLA/2019
Open Tender
Civil Works - Roads
Item Rate
thiruvalla
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,700
Yes
online
₹21,250
Yes
12 Feb 2020
26 Oct 2019
7 Nov 2019
26 Oct 2019
5 Nov 2019
26 Oct 2019
Amount
side protection
2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.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
5.1.2 : 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. 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
Saijith A S
Bidder Name
Saijith A S
SANDEEP P THOMAS
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