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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.7 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹10.1 L+₹30,919.02 (3.17%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹10.8 L+₹1.0 L (10.5%)Rejected-AOC | 3 | Rejected-AOC L3 | |
| 4 | 4₹10.8 L+₹1.1 L (11.3%)Rejected-AOC ASAMANNOOR | DHEMAJI | ASSAM | 787026 | 4 | Rejected-AOC L4 | |
| 5 | 5₹10.9 L+₹1.1 L (11.7%)Rejected-AOC | 5 | Rejected-AOC L5 |
Tender Value
₹11.2 L
EMD Value
₹28,200
Closing Date
25 Jan 2022, 5:00 pmClosed
Assistant Executive Engineer
Minor Irrigation Sub Division , Aluva
Constructing culvert across Kadambelithazham thode to Kallilpadam from PVIP High Level Canal bund road near ch. 9KM in Asamannoor Panchayath.
2022_Irrig_468693_1
AEE/MISDN/ALY/13/ET/2021-22/S
Open Tender
Civil Works - Canal
Item Rate
180 days
Perumbavoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹3,304
Yes
₹28,200
Yes
7 Mar 2022
18 Jan 2022
27 Jan 2022
18 Jan 2022
25 Jan 2022
18 Jan 2022
18 Jan 2022 - 25 Jan 2022
Amount
Appendix A
od22421/2021_2022/IA : RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 1.50m height 1.0 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. data based on 60.1.2
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
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)
4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.6 : 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 40 mm nominal size)
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)
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
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
16.11 : Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
60.2.1 : EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (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.
13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
SEBASTIAN AP
v j mathew
SUGATHAN C V
ASHRAF PARAKKAL
BALAKRISHNAN V K
THRUPHI CONSTRUCTION
Bidder Name
v j mathew
SEBASTIAN AP
C K SATHYAN
SUGATHAN C V
BALAKRISHNAN V K
THRUPHI CONSTRUCTION
ASHRAF PARAKKAL
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