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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC KANNUR | KERALA | 670001 | L1 | Accepted-AOC L1bidder | |
| 2 | L2₹3.4 L+₹20,415 (6.43%)Rejected-Finance SANTHOSH BHAVAN PADAMUGAL KOCHI PIN 682030 | KOCHI | ERNAKULAM | KERALA | 682030 | L2 | Rejected-Finance L2 bidder | |
| 3 | L3₹3.6 L+₹47,416 (14.9%)Rejected-Finance | L3 | Rejected-Finance L3 bidder | |
| 4 | L4₹4.1 L+₹93,518 (29.5%)Rejected-Finance | L4 | Rejected-Finance L4 bidder | |
| 5 | L5₹4.2 L+₹1.0 L (31.6%)Rejected-Finance | L5 | Rejected-Finance L5 bidder |
Tender Value
₹4.0 L
EMD Value
₹10,121
Closing Date
5 May 2023, 6:00 pmClosed
Office of the Assistant Executive Engineer, Irriga
Office of the Assistant Executive Engineer, Irrigation North sub Division, Kozhikode
GENERAL-Investigation - Naduthuruthi Boat Jetty-Eranhikkal Korapuzha IWT Route Boat Jetty Investigation - Soil investigation for the construction of Boat Jetty at Naduthuruthi Kadavu in Thalakulathur Panchayath- Investigation Work
2023_Irrig_572115_2
IRR/IA/TR/1625/2023_3_1_1/1
Open Tender
Civil Works - Others
Item Rate
180 days
Thalakulathur Panchayath
Please refer Tender documents.
8 documents required · 8 mandatory
₹895
Yes
₹10,121
Yes
25 Jul 2023
28 Apr 2023
8 May 2023
28 Apr 2023
5 May 2023
28 Apr 2023
28 Apr 2023 - 5 May 2023
Amount
Investigation
56.1.a:Mobilization including transportation of all necessary plant and equipment's and materials of boring, field testing and sampling and demobilization after completing the work - For machine boring
56.2.a:Setting up boring at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location - For machine boring.
60.11.8:SHIFTING OF PLANT- from bore holes to bore holes by head load including labour etc. complete.
56.3.a.2:Boring with rotary power drilling equipment's in - all types of soil having N value less than 50 excluding hard rock, soft rock or medium rock for strata upto 10m including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m intervals - For under water.
56.3.b.2:Boring with rotary power drilling equipment's in - all types of soil having N value less than 50 excluding hard rock, soft rock or medium rock for strata next 10m and upto a depth of 20m including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m intervals - For under water.
56.3.c.2:Boring with rotary power drilling equipment's in - all types of soil having N value less than 50 excluding hard rock, soft rock or medium rock for strata next 10m and upto a depth of 30m including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m intervals - For under water.
56.3.d.2:Boring with rotary power drilling equipment's in - all types of soil having N value less than 50 excluding hard rock, soft rock or medium rock for strata above 30m depth including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m intervals - For under water.
56.4:Boring through all type of hard rock or similar refusal strata of N value greater than 50 using diamond core drilling bit for in land under water and banks of river.
OD31617/2022-2023:Core Boxes of size 150 x 27 x 5.3cm (4 slots for each box) including packing of samples with proper cushioning to avoid further damage during transportation.
56.9.1:Erecting platform over 2 nos of 2nd Class Boat using Mango wood planks of not less than 30 mm thick, Mango wood joists of 100 mm x 70 mm at 60 cm intervals including labour and hire of all materials and dismantling the platform after completion of work etc complete. excluding hire of boats (A Platform of minimum size 6.00 m x 5.00 m will be required)
56.10:Hire charges for providing 2 nos of 2nd Class boat with boatman for erecting the platform over which the boring plant is to be erected, and 1 no of 2nd Class boat with 1 boatman for conveying the departmental staff and labour engaged from the banks to platform and back etc.
56.11.a:Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate) - Machine boring for 5 bore holes.
OD31628/2022-2023:Topographic Survey - Conducting topographic survey in banks of river and difficult terrain and pres like buildings, walls, water ways/water bodies like ponds, canals, railway tracks, major and minor roads, culverts and crossings, telephone post and transmission towers of the entire area covered and submission of survey reports with maps (plan, cross sections, longitudinal section etc) in digitized as well as hard copy (5nos) out turn 3ha/day.
56.15.a:Hydraulic Velocity Calculation - River.
60.11.1:FIXING TBM- Supplying and fixing TBM with RCC 1:1.5:3 pillar block having a size of 30*30*75 cm, steel reinforcement for RCC work, painting top and sides of pillar with synthetic enamel paint, lettering in the pillar block with 8cm high "TBM" on one face and the reduced level on the outer face, etc complete, fixed in CC1:3:6 using 40 mm metal 55*55*60 cm etc complete and centering and shuttering including strutting , propping and removal of form work for pillar and foundation.
60.11.2:Taking FLY LEVELS- from the nearest GTS BM and closing on the starting BM including conveyance of instruments etc along road or in heavily built up area or in roads with heavy traffic or in thick jungle ( out turn 4000 m / day )
56.14.a:Cross sectional details - River.
AA AND S CONSTRUCTIONS
Greeshma Nizy Eujine
ABU THAHIR
JAMSHAD NASEERI P.K
Bidder Name
THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY
AA AND S CONSTRUCTIONS
JAMSHAD NASEERI P.K
ABU THAHIR
Greeshma Nizy Eujine
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