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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.0 LAccepted-AOC SANTHOSH BHAVAN PADAMUGAL KOCHI PIN 682030 | KOCHI | ERNAKULAM | KERALA | 682030 | ₹18.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹22.0 L+₹4.0 L (22.2%)Rejected-AOC | ₹22.0 L+₹4.0 L (22.2%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Synergy Architects and Engineers L2 | AA AND S CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00Investigation Work | |||||
| 1.00 | OD307185/2025-2026:Detailed topographic survey using Total station/mobile Lider and preperation of site plan of minimum of 15m on either side of the centre line and vtaking cross section details at 25m intervals on strait roads and 10m interval on curves ( survey includes detailes of all features as mentioned in the scope of the in plain terrain work within the limit of survey). The survey shall be includ establishing DGPS Control points at starting and ending of the project in pairs and at 4Km intervals (in pairs) in plain and rolling terrainand 2.5Km intervals ( in pairs) in hilly terrains. It shall also include establishing traverse control points note more than 250m apart with accuracy at least 1:10000 and desirable 1:20000 in distance measurement. Elevations on each of the control points connected to MSL of GTS Bench marks. Using precition levelling. Seperate bench marks need not be established. Including Taking sufficient Color coy prints (5nos) | 18 | Hectare | 15,000 ₹2,70,000 | 12,000 ₹2,16,000 Lowest |
| 1.00 | OD307186/2025-2026:CBR---Collection of subgrade soil sample at 500m intervel carefully by excaating pit of area 1.0*.6m throuh overlying bituminous and granular layer or from subgrade of formation area as directed by the engineer in charge for laboratory test and filling back and compacting the excavated pit to lines and levels with excavated materials as directed by the departmental officer at site. | 6 | each | 6,000 ₹36,000 | 2,500 ₹15,000 Lowest |
| 1.00 | OD307184/2025-2026:Conducting Soil Classification test, Standard Proctor Test,and CBR test as per the IS Code guidelines and making report of one soil sample | 6 | each | 5,000 ₹30,000 Lowest | 10,000 ₹60,000 |
| 1.00 | OD307183/2025-2026:classified traffic count for midblock section
Taking classified traffic count at selected location for 7 days 24 hours continuously by recording the classifed volume count in the prescribed format, including provision for engaging technicians and setting up of station etc. and compiling the data and submitting the same in hard and soft copy etc. complete as per the instructions of PWD officials | 6 | each | 75,000 ₹4,50,000 | 15,000 ₹90,000 Lowest |
| 1.00 | OD307182/2025-2026:Data for inventory survey upto 12 meter wide road for survey work of collecting road inventories and recording in prescribed format attached based on chainage marking including marking chainage at 50m interval and taking details such as existing carriageway width,shoulder width, Type of shoulder ,width and location of approach road ,details of existing drains,culverts and bridges as given in the format attched,pavement conditions(details of potholes, raveling, fog seal,slurry seal edge damage etc)raod safety measures (details of road sign,crash barriers,guard stones,delineator post, hazard markers etc) and all other existing retaining structures in road,including documentation charges etc as per direction of the officers at site | 6 | km | 10,000 ₹60,000 | 5,000 ₹30,000 Lowest |
| 1.01 | OD307189/2025-2026:Study of pavement composition by cutting open pit at tar edge to get the details of layers (thickness and type ) of pavement composition - at one location as suggested by the engineer in charge carefully by excavating pit of area 1.00x 0.60m through overlaying bituminous and granular layer including BC, DBM/BM, WMM and GSB at tar edge and refilling and compacting the excavated pit to lines and levels with excavated materials as directed by the departmental officers at site and reporting the pavement composition with photographs and measurements specifying the type of layers | 6 | each | 5,000 ₹30,000 Lowest | 5,000 ₹30,000 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. | 216 | sqm | 20 ₹4,320 Lowest | 30 ₹6,480 |
| 1.01 | 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 | 20,000 ₹20,000 Lowest | 60,000 ₹60,000 |
| 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. | 6 | Bore Holes | 5,000 ₹30,000 Lowest | 10,000 ₹60,000 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
19 Mar 2026, 3:00 pmClosed
Executive Engineer
O/o the Executive Engineer PWD Roads Division Kottayam
investigation work and fixing alignment and preparation of DPR for the proposed Ring Road Bypass to Changanassery Vazhoor Road and SH 9
2026_PWD_847163_1
PWD/RB/TR/2642/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
90 days
kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
29 Jul 2026
13 Mar 2026
21 Mar 2026
13 Mar 2026
19 Mar 2026
13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Investigation Work | |||||
| 1.001 | OD307185/2025-2026:Detailed topographic survey using Total station/mobile Lider and preperation of site plan of minimum of 15m on either side of the centre line and vtaking cross section details at 25m intervals on strait roads and 10m interval on curves ( survey includes detailes of all features as mentioned in the scope of the in plain terrain work within the limit of survey). The survey shall be includ establishing DGPS Control points at starting and ending of the project in pairs and at 4Km intervals (in pairs) in plain and rolling terrainand 2.5Km intervals ( in pairs) in hilly terrains. It shall also include establishing traverse control points note more than 250m apart with accuracy at least 1:10000 and desirable 1:20000 in distance measurement. Elevations on each of the control points connected to MSL of GTS Bench marks. Using precition levelling. Seperate bench marks need not be established. Including Taking sufficient Color coy prints (5nos) | - | Hectare | - | - |
| 1.002 | OD307186/2025-2026:CBR---Collection of subgrade soil sample at 500m intervel carefully by excaating pit of area 1.0*.6m throuh overlying bituminous and granular layer or from subgrade of formation area as directed by the engineer in charge for laboratory test and filling back and compacting the excavated pit to lines and levels with excavated materials as directed by the departmental officer at site. | - | each | - | - |
| 1.003 | OD307184/2025-2026:Conducting Soil Classification test, Standard Proctor Test,and CBR test as per the IS Code guidelines and making report of one soil sample | - | each | - | - |
| 1.004 | OD307183/2025-2026:classified traffic count for midblock section
Taking classified traffic count at selected location for 7 days 24 hours continuously by recording the classifed volume count in the prescribed format, including provision for engaging technicians and setting up of station etc. and compiling the data and submitting the same in hard and soft copy etc. complete as per the instructions of PWD officials | - | each | - | - |
| 1.005 | OD307182/2025-2026:Data for inventory survey upto 12 meter wide road for survey work of collecting road inventories and recording in prescribed format attached based on chainage marking including marking chainage at 50m interval and taking details such as existing carriageway width,shoulder width, Type of shoulder ,width and location of approach road ,details of existing drains,culverts and bridges as given in the format attched,pavement conditions(details of potholes, raveling, fog seal,slurry seal edge damage etc)raod safety measures (details of road sign,crash barriers,guard stones,delineator post, hazard markers etc) and all other existing retaining structures in road,including documentation charges etc as per direction of the officers at site | - | km | - | - |
| 1.006 | OD307189/2025-2026:Study of pavement composition by cutting open pit at tar edge to get the details of layers (thickness and type ) of pavement composition - at one location as suggested by the engineer in charge carefully by excavating pit of area 1.00x 0.60m through overlaying bituminous and granular layer including BC, DBM/BM, WMM and GSB at tar edge and refilling and compacting the excavated pit to lines and levels with excavated materials as directed by the departmental officers at site and reporting the pavement composition with photographs and measurements specifying the type of layers | - | each | - | - |
| 1.007 | 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. | - | sqm | - | - |
| 1.008 | 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 | - | set | - | - |
| 1.009 | 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. | - | Bore Holes | - | - |
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