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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-Finance SANTHOSH BHAVAN PADAMUGAL KOCHI PIN 682030 | KOCHI | ERNAKULAM | KERALA | 682030 | L1 | Accepted-Finance First Lowest bidder | |
| 2 | L2₹5.4 L+₹1.3 L (31.4%)Accepted-Finance | L2 | Accepted-Finance Second lowest bidder |
| Sl No | Description | Qty | Unit | Gentex Solutions Pvt Ltd L2 | AA AND S CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00Topographic Survey | |||||
| 1.00 | OD71621/2026-2027:Survey work using total station -with hindrance to line of sight contour intervals with 5mx5m ( For road work) including all necessary safety measures and processing,perparation of drawings in
AUTOCAD with various details in different layers and submission of finished drawingswith x,y,z, coordinates
ensuring all objects , break lines and spot levels, topographic survey data for creation of DTM of the surveyed
corridor compactable with design software's like AUTOCAD CIVIL, preparation for LS and CS of road, bridges,
culvets , drain etc submission of detailed survey data in MSEXCEL dxf,sdr format and all other relevant data in hard
copy ( 5 sets) and softcopy and as directed by the engineer in charge. (Based on DAR Civil Approved OD Data 56.12.a Serial No. 32) | 2 | Hectare | 13,500 ₹27,000 Lowest | 16,000 ₹32,000 |
| 2.00Mobilization and soil Investigation | |||||
| 2.00 | OD71623/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil.(Based on DAR Civil Approved OD Data 56.17.1 Serial No. 1) | 96 | sqm | 34 ₹3,264 | 10 ₹960 Lowest |
| 2.00 | OD71624/2026-2027:Mobilization of Rotary power drilling equipment, other field test equipments, personnel and materials at site, shifting the same from place to place complete in all respect for carrying out geotechnical investigation work for the specified project as shown in the drawings and as per enclosed scope of work, specifications and direction of Engineer within the stipulated time schedule and demobilization after completion of all field works.(Based on DAR Civil Approved OD Data 56.1.a) | 1 | set | 50,000 ₹50,000 Lowest | 1,50,000 ₹1,50,000 |
| 2.00 | OD71622/2026-2027:Setting up Rotary power drilling equipment at each bore hole location as directed by Engineer-in-chage including
shifting of rig from one borehole to other on both land and water body. (Any criss cross or back and forth movement
of boring rig can take place. The arrangement shall include formation of local mound for creation of platform for
borehole drilling in the event of any inundation in the area. No additional compensation will be payable for such items) (Based on DAR Civil Approved OD Data 56.2.a Serial No. 6) | 4 | Bore Holes | 5,500 ₹22,000 Lowest | 10,000 ₹40,000 |
| 2.00 | OD71628/2026-2027:Making 150 mm nominal diameter boreholes using Rotary power Drilling equipment at various locations on Land or River banks in all types of soil including hard laterite, weathered rock (Core Recovery = 0) or N < 100, using approved method of boring including chiselling, cleaning, with bentonite slurry to stabilize the bore hole; performing Standard Penetration Tests at required intervals and collecting disturbed/undisturbed soil and water samples of required numbers, observations such as ground water table, etc. and back filling of boreholes with bentonite-cement
grout on completion of the same, complete as per methodolgy as prescribed in IS:1892 & IS:2131, specifications and instructions of the Engineer, for depths below natural ground/bed level as given below.
Notes: For conducting SPT and collecting samples, separate payment based on number of SPTs conducted and number of samples collected. The borehole shall be terminated 5m below the depth where N > 50 values are obtained consistently or as directed by the Engineer
For natural ground level to 10.00m depth (Based on DAR Civil Approved OD Data 56.3.a.1 Serial No. 8.a) | 20 | metre | 2,000 ₹40,000 | 1,000 ₹20,000 Lowest |
| 2.00 | OD71627/2026-2027:Making 150 mm nominal diameter boreholes using Rotary power Drilling equipment at various locations on Land or Riverbanks in all types of soil including hard laterite, weathered rock (Core Recovery = 0) or N < 100, using approved method of boring including chiselling, cleaning, with bentonite slurry to stabilize the bore hole; performing Standard Penetration Tests at required intervals and collecting disturbed/undisturbed soil and water samples of required numbers, observations such as ground water table, etc. and back filling of boreholes with bentonite-cement grout on completion of the same, complete as per methodolgy as prescribed in IS:1892 & IS:2131, specifications and instructions of the Engineer, for depths below natural ground/bed level as given below:
Notes: For conducting SPT and collecting samples, separate payment based on number of SPTs conducted and number of samples collected. The borehole shall be terminated 5m below the depth where N > 50 values are obtained consistently or as directed by the Engineer.
Below 10.00m to 30.00 m Depth
(Based on DAR Civil Approved OD Data 56.3.b.1 Serial No. 8.b) | 40 | metre | 1,000 ₹40,000 | 50 ₹2,000 Lowest |
| 2.01 | OD71630/2026-2027:Boring through all classes of rock excluding hard rocks having N value greater than 50 using tungsten carbide drilling bit- In land (Based on DAR Civil Approved OD Data 56.5.a Serial No.10.b) | 4 | metre | 2,000 ₹8,000 | 50 ₹200 Lowest |
| 2.01 | OD71629/2026-2027:Core drilling through soft rock, hard rock or boulders on Land or River banks with rotary hydraulic rig, double tube core barrel with core lifter and using NX/HX Diamond-tipped bit or impregnated diamond bit (for hard rock) as per IS:10208 and IS:6926 and based on the methodolgy as prescribed in IS:1892 or as directed by the Engineer.(Based on DAR Civil Approved OD Data 56.4 Serial No. 10.a) | 6 | metre | 6,000 ₹36,000 | 3,400 ₹20,400 Lowest |
Tender Value
₹6.5 L
EMD Value
₹16,296
Closing Date
30 Sept 2026, 5:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer, PWD Bridges Subdivision, Kottayam
GENERAL-Kumaranalaoor Vadakkenada bridge in Kottayam-Investigation for the Reconstruction of Kumaranallor Vadakkenada bridge in Kottayam LAC in Kottayam district - Investigation Work
2026_PWD_871832_1
PWD/BR/TR/19811/2022_3_1_1/1
Open Tender
Civil Works - Bridges
Item Rate
90 days
Kumaranalloor
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,440
₹16,296
12 Oct 2026
22 Sept 2026
3 Oct 2026
22 Sept 2026
30 Sept 2026
22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Topographic Survey | |||||
| 1.001 | OD71621/2026-2027:Survey work using total station -with hindrance to line of sight contour intervals with 5mx5m ( For road work) including all necessary safety measures and processing,perparation of drawings in
AUTOCAD with various details in different layers and submission of finished drawingswith x,y,z, coordinates
ensuring all objects , break lines and spot levels, topographic survey data for creation of DTM of the surveyed
corridor compactable with design software's like AUTOCAD CIVIL, preparation for LS and CS of road, bridges,
culvets , drain etc submission of detailed survey data in MSEXCEL dxf,sdr format and all other relevant data in hard
copy ( 5 sets) and softcopy and as directed by the engineer in charge. (Based on DAR Civil Approved OD Data 56.12.a Serial No. 32) | 2 | Hectare | - | - |
| 2Mobilization and soil Investigation | |||||
| 2.001 | OD71623/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil.(Based on DAR Civil Approved OD Data 56.17.1 Serial No. 1) | 96 | sqm | - | - |
| 2.002 | OD71624/2026-2027:Mobilization of Rotary power drilling equipment, other field test equipments, personnel and materials at site, shifting the same from place to place complete in all respect for carrying out geotechnical investigation work for the specified project as shown in the drawings and as per enclosed scope of work, specifications and direction of Engineer within the stipulated time schedule and demobilization after completion of all field works.(Based on DAR Civil Approved OD Data 56.1.a) | 1 | set | - | - |
| 2.003 | OD71622/2026-2027:Setting up Rotary power drilling equipment at each bore hole location as directed by Engineer-in-chage including
shifting of rig from one borehole to other on both land and water body. (Any criss cross or back and forth movement
of boring rig can take place. The arrangement shall include formation of local mound for creation of platform for
borehole drilling in the event of any inundation in the area. No additional compensation will be payable for such items) (Based on DAR Civil Approved OD Data 56.2.a Serial No. 6) | 4 | Bore Holes | - | - |
| 2.004 | OD71628/2026-2027:Making 150 mm nominal diameter boreholes using Rotary power Drilling equipment at various locations on Land or River banks in all types of soil including hard laterite, weathered rock (Core Recovery = 0) or N < 100, using approved method of boring including chiselling, cleaning, with bentonite slurry to stabilize the bore hole; performing Standard Penetration Tests at required intervals and collecting disturbed/undisturbed soil and water samples of required numbers, observations such as ground water table, etc. and back filling of boreholes with bentonite-cement
grout on completion of the same, complete as per methodolgy as prescribed in IS:1892 & IS:2131, specifications and instructions of the Engineer, for depths below natural ground/bed level as given below.
Notes: For conducting SPT and collecting samples, separate payment based on number of SPTs conducted and number of samples collected. The borehole shall be terminated 5m below the depth where N > 50 values are obtained consistently or as directed by the Engineer
For natural ground level to 10.00m depth (Based on DAR Civil Approved OD Data 56.3.a.1 Serial No. 8.a) | 20 | metre | - | - |
| 2.005 | OD71627/2026-2027:Making 150 mm nominal diameter boreholes using Rotary power Drilling equipment at various locations on Land or Riverbanks in all types of soil including hard laterite, weathered rock (Core Recovery = 0) or N < 100, using approved method of boring including chiselling, cleaning, with bentonite slurry to stabilize the bore hole; performing Standard Penetration Tests at required intervals and collecting disturbed/undisturbed soil and water samples of required numbers, observations such as ground water table, etc. and back filling of boreholes with bentonite-cement grout on completion of the same, complete as per methodolgy as prescribed in IS:1892 & IS:2131, specifications and instructions of the Engineer, for depths below natural ground/bed level as given below:
Notes: For conducting SPT and collecting samples, separate payment based on number of SPTs conducted and number of samples collected. The borehole shall be terminated 5m below the depth where N > 50 values are obtained consistently or as directed by the Engineer.
Below 10.00m to 30.00 m Depth
(Based on DAR Civil Approved OD Data 56.3.b.1 Serial No. 8.b) | 40 | metre | - | - |
| 2.006 | OD71630/2026-2027:Boring through all classes of rock excluding hard rocks having N value greater than 50 using tungsten carbide drilling bit- In land (Based on DAR Civil Approved OD Data 56.5.a Serial No.10.b) | 4 | metre | - | - |
| 2.007 | OD71629/2026-2027:Core drilling through soft rock, hard rock or boulders on Land or River banks with rotary hydraulic rig, double tube core barrel with core lifter and using NX/HX Diamond-tipped bit or impregnated diamond bit (for hard rock) as per IS:10208 and IS:6926 and based on the methodolgy as prescribed in IS:1892 or as directed by the Engineer.(Based on DAR Civil Approved OD Data 56.4 Serial No. 10.a) | 6 | metre | - | - |
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