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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAccepted-AOC | L1 | Accepted-AOC AoC signed | |
| 2 | L2₹12.3 L+₹25,219.85 (2.10%)Accepted-AOC | L2 | Accepted-AOC L2 | |
| 3 | L3₹12.9 L+₹86,892.29 (7.24%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹12.8 L+₹82,975.88 (6.91%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹12.3 L+₹26,692.81 (2.22%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
₹12.9 L
EMD Value
₹32,370
Closing Date
6 Jan 2020, 6:00 pmClosed
AE, LSGD SECTION VAZHOOR
O/o AE , LSGD SECTION, VAZHOOR
Re Tender - Construction of Bridge at Parel colony kadavu in Vazhoor GP
2019_LSGD_308743_21
VZR/ET 2/2019-20
Open Tender
Civil Works - Bridges
Item Rate
90 days
VAZHOOR
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,800
Yes
online
₹32,370
Yes
25 Apr 2020
28 Dec 2019
10 Jan 2020
28 Dec 2019
6 Jan 2020
28 Dec 2019
28 Dec 2019 - 6 Jan 2020
Amount
App.A - Construction of bridge
60.1.2 : RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.
60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
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
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
60.5.3 : DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0m long (1m in rock and 1m in concrete ) including drilling holes of 30mm dia and filling the gap with cement grout( 0.50kg/each) etc complete
60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
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
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)
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.
juby k joseph
Jaice Kuriakose
Albin Pious
Shaji Joseph
Bidder Name
juby k joseph
Shaji Joseph
P M GOPAKUMAR
Albin Pious
Jaice Kuriakose
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