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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC NULL | L1 | Accepted-AOC ADmitted | |
| 2 | L3₹2.4 L+₹5,795.70 (2.51%)Rejected-AOC | L3 | Rejected-AOC ADmitted | |
| 3 | L3₹2.7 L+₹42,093.20 (18.2%)Rejected-AOC SANTHOSH BHAVAN NEAR GOVT UPS PADAMUGAL KAKKANAD KOCHI | KOCHI | ERNAKULAM | KERALA | L3 | Rejected-AOC ADmitted |
| Sl No | Description | Qty | Unit | G S Infrastructure L1 | AA AND S CONSTRUCTIONS L3 | Lamanto T. Somervell L2 |
|---|---|---|---|---|---|---|
| 1.00Investigation work | ||||||
| 1.00 | 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 | 1 | set | 58,500 ₹58,500 | 15,798 ₹15,798 Lowest | 52,500 ₹52,500 |
| 1.00 | 56.13:Providing access to the site clearing site and making good for surveying in order to provide clear line of site devoid of any hindrance due to vegetation etc. and clearing areas for station points (This item is applicable only for sites without access such as in case of new road formation, bridge and building sites at in accessible locations). | 1.2 | Hectare | 500 ₹600 Lowest | 4,147 ₹4,976.4 | 4,000 ₹4,800 |
| 1.00 | 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. | 0.98 | Hectare | 11,500 ₹11,270 | 9,703 ₹9,508.94 | 8,800 ₹8,624 Lowest |
| 1.00 | 56.14.a:Cross sectional details - River. | 625 | sqm | 2 ₹1,250 Lowest | 9 ₹5,625 | 8.5 ₹5,312.5 |
| 1.00 | 56.15.a:Hydraulic Velocity Calculation - River. | 1 | set | 1,500 ₹1,500 | 1,294 ₹1,294 | 1,200 ₹1,200 Lowest |
| 1.01 | 56.17.1:Providing access to the site,clearing site and making good to erecting and conducting soil testing transfers within the site and for any other temporary arrangements to be erected within the area in connection with conducting soil testing. | 117.6 | sqm | 10 ₹1,176 Lowest | 29.85 ₹3,510.36 | 27 ₹3,175.2 |
| 1.01 | 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. | 4 | Bore Holes | 3,500 ₹14,000 | 3,000 ₹12,000 Lowest | 3,000 ₹12,000 Lowest |
| 1.01 | 56.3.a.1: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 ordinary soil. | 20 | metre | 750 ₹15,000 Lowest | 923 ₹18,460 | 1,000 ₹20,000 |
| 1.01 | 56.5.a:Boring through all classes of rock excluding hard rocks having N value greater than 50 using tungsten carbide drilling bit - In land | 5 | metre | 50 ₹250 | 2,401 ₹12,005 | 10 ₹50 Lowest |
Tender Value
₹2.4 L
EMD Value
₹5,932
Closing Date
10 Jul 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Executive Engineer
PWD Bridges sub division palakkad
INVESTIGATION
2025_PWD_773329_1
PWD/BR/TR/6487/2025_3_1_1/2
Open Tender
Civil Works - Bridges
Item Rate
180 days
Palakkad
Please refer Tender documents.
11 documents required · 11 mandatory
₹555
Yes
₹5,932
Yes
6 Mar 2026
1 Jul 2025
15 Jul 2025
1 Jul 2025
10 Jul 2025
1 Jul 2025
Amount
Investigation work
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
56.13:Providing access to the site clearing site and making good for surveying in order to provide clear line of site devoid of any hindrance due to vegetation etc. and clearing areas for station points (This item is applicable only for sites without access such as in case of new road formation, bridge and building sites at in accessible locations).
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.
56.14.a:Cross sectional details - River.
56.15.a:Hydraulic Velocity Calculation - River.
56.17.1:Providing access to the site,clearing site and making good to erecting and conducting soil testing transfers within the site and for any other temporary arrangements to be erected within the area in connection with conducting soil testing.
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.1: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 ordinary soil.
56.5.a:Boring through all classes of rock excluding hard rocks having N value greater than 50 using tungsten carbide drilling bit - In land
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)
56.3.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.
56.5.b:Boring through all classes of rock excluding hard rocks having N value greater than 50 using tungsten carbide drilling bit - In Water
56.4: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.
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.
56.16:Preparation of Detailed Project Report of the bridge works containing alignment plan, key plan, contour plan , index map, longitudinal and cross section of road and River/Thodu cross section of bridge hydraulic and velocity calculations including neat filing and supplying five set DPR etc. as per the directions of the departmental officers.
OD310476/2024-2025:Testing charges for CBR Test of soil samples collected from the site in the Laboratary including the charges of labour engaged for conducting the test in the Lab etc. including the collection of subgrade soil samples carefully by excavating the pit for Laboratary test and refilling back and compacting the excavated pit to line and levels with excavated earth as directed by the departmental officers at site.
road alignment
8.16:Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC:25-19767, fixed in position including finishing and lettering but excluding painting .
Lamanto T. Somervell (BID ID -2246417)
AA AND S CONSTRUCTIONS (BID ID -2242526)
Bidder Name
G S Infrastructure
AA AND S CONSTRUCTIONS
Lamanto T. Somervell
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