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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC | ₹2.3 L | L1 | Accepted-AOC Agreement executed and work awarded |
| 2 | Rejected-Technical | - | - | Rejected-Technical Lowest BID Accepted |
| 3 | Rejected-Technical | - | - | Rejected-Technical Lowest BID Accepted |
| 4 | Rejected-Technical | - | - | Rejected-Technical Lowest BID Accepted |
| 5 | Rejected-Technical | - | - | Rejected-Technical Lowest BID Accepted |
| Sl No | Description | Qty | Unit | Essense consultants L5 | Techno VIsionSurveys and Mapping Co PVT LTD L3 | RITECH SURVEYING AND ENGINEERING LLP L4 | VINAYA KRISHNAN L7 | NIYAS K L2 | Paul Alias L6 | SPECULA CONSULTANCY AND DEVELOPERS PVT LTD L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Topographic Survey | ||||||||||
| 1.00 | OD111052/2024-2025: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 inter visible 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) | 34.9 | Hectare | 8,730 ₹3,04,677 | 7,000 ₹2,44,300 | 8,000 ₹2,79,200 | 10,000 ₹3,49,000 | 7,000 ₹2,44,300 | 9,000 ₹3,14,100 | 6,000 ₹2,09,400 Lowest |
| 1.00 | OD111053/2024-2025:Establishing DGPS control points on TOR steel bar of 10 mm dia fixed in RCC pillar of size
20X20X70cm embedded in concrete M15 up to a depth of 40 cm and the balance 30 cm
above the ground shall be painted yellow | 5 | each | 1,400 ₹7,000 | 4,000 ₹20,000 | 950 ₹4,750 | 2,200 ₹11,000 | 800 ₹4,000 Lowest | 1,000 ₹5,000 | 900 ₹4,500 |
| 1.00 | OD111054/2024-2025:Establishing traverse control points with elevations on pillar of size 15cmX15cmX60cm M20
grade RCC pillar with a nail fixed on the top surface. The pillars shall be embedded in the
concrete. Spacing 250 M apart as a bench mark - control pillar. The spacing shall be maximum
250 m apart and inter visible. No separate bench mark need to be established | 25 | each | 600 ₹15,000 | 550 ₹13,750 | 750 ₹18,750 | 600 ₹15,000 | 600 ₹15,000 | 500 ₹12,500 Lowest | 800 ₹20,000 |
Tender Value
₹4.0 L
EMD Value
₹9,981
Closing Date
22 Oct 2024, 5:00 pmClosed
Executive Engineer
Office of the Executive Engineer,Regional Investigation and Quality Control Laboratory, Kozhikode
Topographical Survey
2024_PWD_696373_1
PWD/DE/TR/14734/2024_1_1_1/1 dated 10/10/2024
Open Tender
Civil Works - Others
Item Rate
60 days
Karma Bypass in Ponnani
Please refer Tender documents.
7 documents required · 7 mandatory
₹880
Yes
₹9,981
Yes
5 Feb 2026
14 Oct 2024
24 Oct 2024
14 Oct 2024
22 Oct 2024
14 Oct 2024
Amount
Topographic Survey
OD111052/2024-2025: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 inter visible 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)
OD111053/2024-2025:Establishing DGPS control points on TOR steel bar of 10 mm dia fixed in RCC pillar of size 20X20X70cm embedded in concrete M15 up to a depth of 40 cm and the balance 30 cm above the ground shall be painted yellow
OD111054/2024-2025:Establishing traverse control points with elevations on pillar of size 15cmX15cmX60cm M20 grade RCC pillar with a nail fixed on the top surface. The pillars shall be embedded in the concrete. Spacing 250 M apart as a bench mark - control pillar. The spacing shall be maximum 250 m apart and inter visible. No separate bench mark need to be established
NIYAS K
Techno VIsionSurveys and Mapping Co PVT LTD
RITECH SURVEYING AND ENGINEERING LLP
Essense consultants
Paul Alias
VINAYA KRISHNAN
Bidder Name
Techno VIsionSurveys and Mapping Co PVT LTD
Essense consultants
RITECH SURVEYING AND ENGINEERING LLP
Paul Alias
VINAYA KRISHNAN
NIYAS K
SPECULA CONSULTANCY AND DEVELOPERS PVT LTD
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