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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.5 LAccepted-AOC | 1 | Accepted-AOC lowest submitted | |
| 2 | 2₹7.3 L+₹80,332 (12.4%)Rejected-AOC SANTHOSH BHAVAN PADAMUGAL KOCHI PIN 682030 | KOCHI | ERNAKULAM | KERALA | 682030 | 2 | Rejected-AOC L2-2ndLowest Admitted | |
| 3 | 3₹7.6 L+₹1.1 L (17.0%)Rejected-AOC | 3 | Rejected-AOC L5-5thLowest Admitted | |
| 4 | 4₹7.8 L+₹1.4 L (20.9%)Rejected-AOC HIMAHIRANS POCHAKONAM EZHUKONE PO KOLLAM | 4 | Rejected-AOC L4-4thLowest Admitted | |
| 5 | 5₹8.3 L+₹1.9 L (28.7%)Rejected-AOC NULL | 5 | Rejected-AOC L3-3rdLowest Admitted |
Tender Value
₹8.3 L
EMD Value
₹20,698
Closing Date
29 Jul 2023, 1:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Inland Navigation Subdivision Kollam
GENERAL-INVESTIGATION WORKS ASTAMUDI RURAL TOURISM CIRCUIT - SAMBRANIKODI KUZHIYILKADAVU BOAT TERMINAL IN THRIKKARUVA PANCHAYATH IN KOLLAM LAC Investigation Work
2023_Irrig_587409_2
IRR/KP/TR/1742/2023_3_4_3/1
Open Tender
Civil Works - Others
Item Rate
90 days
sambranikodi
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,830
Yes
₹20,698
Yes
15 Sept 2023
24 Jul 2023
31 Jul 2023
24 Jul 2023
29 Jul 2023
24 Jul 2023
Amount
Subsoil exploration
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
56.10: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.
56.9.1: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)
56.2.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.
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.
56.5.b:Boring through all classes of rock excluding hard rocks having N value greater than 50 using tungsten carbide drilling bit - In Water
56.8:Recovering disturbed samples and preserving the same in air tight sample containers including waxing labelling packing storing including cost of containers as per IS Code.
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.
56.11.c:Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate) - Machine boring - Extra for additional set for bore holes exceeding 5 nos.
56.14.a:Cross sectional details - River.
56.12.a:Total station surveying and preparation of site plan - Plain and open area without hindrance to line of sight with 1 m contour intervals , with 5m x 5m interval.
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 )
AA AND S CONSTRUCTIONS
Greeshma Nizy Eujine
Hiran mohan
G S Infrastructure
Bidder Name
G S Infrastructure
AA AND S CONSTRUCTIONS
Hiran mohan
Greeshma Nizy Eujine
SREEKANTH P S
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