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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-Finance | L1 | Accepted-Finance Lowest quoted. Hence L1 and so selected. | |
| 2 | L2₹6.2 L+₹79,582 (14.7%)Rejected-Finance | L2 | Rejected-Finance Not L1 | |
| 3 | L3₹6.9 L+₹1.4 L (26.4%)Rejected-Finance | L3 | Rejected-Finance Not L1 | |
| 4 | L4₹6.9 L+₹1.4 L (26.4%)Rejected-Finance | L4 | Rejected-Finance Not L1 | |
| 5 | L5₹6.9 L+₹1.4 L (26.6%)Rejected-Finance | L5 | Rejected-Finance Not L1 |
| Sl No | Description | Qty | Unit | RITECH SURVEYING AND ENGINEERING LLP L2 | SURVEXINFRA PRIVATE LIMITED L3 | G S Infrastructure L6 | Gentex Solutions Pvt Ltd L4 | NIYAS K L1 | ASHIK VISWANATH L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Investigation estimate | |||||||||
| 1.00 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means | 2 | Hectare | 48,500 ₹96,757.5 | 46,000 ₹91,770 | 50,000 ₹99,750 | 45,110 ₹89,994.45 | 5,000 ₹9,975 Lowest | 45,000 ₹89,775 |
| 1.00 | OD267799/2025-2026:Detailed topographic survey using Total station/Mobile LiDAR and preparation of site plan of minimum 15m on either sides of the centre line and taking cross sectional details at 25m intervals on straight road and 10m interval on curves (survey includes details of all features as mentioned in the scope of the in plain terrain work within the limit of survey). The survey shall be included establishing DGPS control points at starting and ending of the project in pairs and at 4km intervals in pairs in plain and rolling terrains and 2.5km intervals in pairs in hilly terrains. It shall also include establishing intervisible traverse control points not more than 250m apart with accuracy at least 1:10000 and desirable 1:20000 in distance measurements. Elevations on each of the control points connected to MSL of GTS bench marks using precision levelling. Separate bench marks need not be established. Including taking sufficient colour copy prints (5nos) | 12.5 | Hectare | 11,400 ₹1,42,500 Lowest | 15,000 ₹1,87,500 | 12,500 ₹1,56,250 | 12,000 ₹1,50,000 | 15,000 ₹1,87,500 | 12,000 ₹1,50,000 |
| 1.00 | OD262675/2025-2026:Preparing alignment for proposed road and drawing out a suitable alignment meeting all requirements of Indian Road Congress(IRC). Also satisfying the engineering aesthetic and economic requirement, designing of horizontal curves
(wherever feasible) including spiral transitions and vertical curves after finalizing the alignment and also preparing the LS and CS at interval of 50m C/C including junction designing (wherever required) and preparation of Junction drawings. | 5 | km | 12,200 ₹61,000 | 12,000 ₹60,000 | 15,000 ₹75,000 | 14,000 ₹70,000 | 8,000 ₹40,000 Lowest | 12,000 ₹60,000 |
| 1.00 | OD269019/2025-2026:Establishing DGPS control points on Cold Twisted steel bar of 10mm diameter fixed in RCC pillar of size 20x20x70cm embedded in concrete M15 up to a depth of 40cm and the balance 30cm above the ground shall be painted yellow. | 4 | each | 1,100 ₹4,400 | 1,100 ₹4,400 | 1,500 ₹6,000 | 1,200 ₹4,800 | 1,500 ₹6,000 | 1,000 ₹4,000 Lowest |
| 1.00 | OD269020/2025-2026:Establishing traverse control points with elevations on RCC-M20 grade concrete pillar of size 15x15x60cm with a nail fixed on top surface. The pillar shall be embedded in concrete. | 11 | each | 1,000 ₹11,000 | 750 ₹8,250 Lowest | 800 ₹8,800 | 750 ₹8,250 Lowest | 1,300 ₹14,300 | 750 ₹8,250 Lowest |
| 1.01 | OD262674/2025-2026:Imposing the alignment to Field Measurement Book and preparing LA strip plan with the list of survey numbers and extends of each plot to be acquired as per the direction of the Engineer in Charge including all cost of transportation, labour, preparing drawings with sufficient copies, collecting data etc complete | 2.5 | km | 26,500 ₹66,250 | 30,000 ₹75,000 | 30,000 ₹75,000 | 25,000 ₹62,500 Lowest | 40,000 ₹1,00,000 | 35,000 ₹87,500 |
| 1.01 | OD262677/2025-2026:Mobilization including transportation of all necessary plant and equipments and materials of boring,field testing and sampling and demobilization after completing the work - for machine boring | 1 | set | 15,400 ₹15,400 | 16,000 ₹16,000 | 15,000 ₹15,000 Lowest | 25,000 ₹25,000 | 15,000 ₹15,000 Lowest | 15,000 ₹15,000 Lowest |
| 1.01 | OD262673/2025-2026:Providing access to the site clearing and making good to errecting and conducting soil testing transfers within the site and for any other temporary arrangments to be errected within the area in connection with conducting soil testing(Modified DAR 56.17.1) | 500 | sqm | 29 ₹14,500 | 30 ₹15,000 | 30 ₹15,000 | 27 ₹13,500 | 20 ₹10,000 Lowest | 50 ₹25,000 |
| 1.01 | OD262683/2025-2026:Setting up boring at each bore hole locations including carrying all necessary plant,equipment and materials of boring and field and field tests and collection of samples at each bore hole location-For machine boring | 5 | no | 2,930 ₹14,650 Lowest | 3,000 ₹15,000 | 5,000 ₹25,000 | 10,000 ₹50,000 | 4,000 ₹20,000 | 3,000 ₹15,000 |
Tender Value
₹6.3 L
EMD Value
₹15,673
Closing Date
11 Feb 2026, 4:30 pmClosed
Assistant Executive Engineer
Office of the AEE PWD Roads Koyilandy
The estimate consists of Total station/LiDAR survey whichever is preferrable as per the varying terrain, Preparing alignment of the proposed road considering a width of 15meter, Superimposing the approved alignment with the FMB drawing etc
2026_PWD_833826_1
D2/TN/11/2025-2026
Open Tender
Civil Works - Roads
Item Rate
60 days
Koyilandy
Please refer Tender documents.
14 documents required · 14 mandatory
₹1,385
Yes
₹15,673
Yes
27 Oct 2026
5 Feb 2026
13 Feb 2026
5 Feb 2026
11 Feb 2026
5 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Investigation estimate | |||||
| 1.001 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means | 2 | Hectare | - | - |
| 1.002 | OD267799/2025-2026:Detailed topographic survey using Total station/Mobile LiDAR and preparation of site plan of minimum 15m on either sides of the centre line and taking cross sectional details at 25m intervals on straight road and 10m interval on curves (survey includes details of all features as mentioned in the scope of the in plain terrain work within the limit of survey). The survey shall be included establishing DGPS control points at starting and ending of the project in pairs and at 4km intervals in pairs in plain and rolling terrains and 2.5km intervals in pairs in hilly terrains. It shall also include establishing intervisible traverse control points not more than 250m apart with accuracy at least 1:10000 and desirable 1:20000 in distance measurements. Elevations on each of the control points connected to MSL of GTS bench marks using precision levelling. Separate bench marks need not be established. Including taking sufficient colour copy prints (5nos) | 12.5 | Hectare | - | - |
| 1.003 | OD262675/2025-2026:Preparing alignment for proposed road and drawing out a suitable alignment meeting all requirements of Indian Road Congress(IRC). Also satisfying the engineering aesthetic and economic requirement, designing of horizontal curves
(wherever feasible) including spiral transitions and vertical curves after finalizing the alignment and also preparing the LS and CS at interval of 50m C/C including junction designing (wherever required) and preparation of Junction drawings. | 5 | km | - | - |
| 1.004 | OD269019/2025-2026:Establishing DGPS control points on Cold Twisted steel bar of 10mm diameter fixed in RCC pillar of size 20x20x70cm embedded in concrete M15 up to a depth of 40cm and the balance 30cm above the ground shall be painted yellow. | 4 | each | - | - |
| 1.005 | OD269020/2025-2026:Establishing traverse control points with elevations on RCC-M20 grade concrete pillar of size 15x15x60cm with a nail fixed on top surface. The pillar shall be embedded in concrete. | 11 | each | - | - |
| 1.006 | OD262674/2025-2026:Imposing the alignment to Field Measurement Book and preparing LA strip plan with the list of survey numbers and extends of each plot to be acquired as per the direction of the Engineer in Charge including all cost of transportation, labour, preparing drawings with sufficient copies, collecting data etc complete | 2.5 | km | - | - |
| 1.007 | OD262677/2025-2026:Mobilization including transportation of all necessary plant and equipments and materials of boring,field testing and sampling and demobilization after completing the work - for machine boring | 1 | set | - | - |
| 1.008 | OD262673/2025-2026:Providing access to the site clearing and making good to errecting and conducting soil testing transfers within the site and for any other temporary arrangments to be errected within the area in connection with conducting soil testing(Modified DAR 56.17.1) | 500 | sqm | - | - |
| 1.009 | OD262683/2025-2026:Setting up boring at each bore hole locations including carrying all necessary plant,equipment and materials of boring and field and field tests and collection of samples at each bore hole location-For machine boring | 5 | no | - | - |
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