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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC | L1 | Accepted-AOC Agreement executed and work awarded | |
| 2 | L2₹2.6 L+₹59,445 (29.3%)Rejected-Finance | L2 | Rejected-Finance Lowest BID Accepted | |
| 3 | L3₹3.0 L+₹94,990 (46.9%)Rejected-Finance | L3 | Rejected-Finance Lowest BID Accepted | |
| 4 | L4₹3.0 L+₹1.0 L (50.0%)Rejected-Finance | L4 | Rejected-Finance Lowest BID Accepted | |
| 5 | L5₹3.5 L+₹1.5 L (74.8%)Rejected-Finance | L5 | Rejected-Finance Lowest BID Accepted |
| Sl No | Description | Qty | Unit | GOPINATHAN P L5 | AFNAN ASHRAF V L2 | VINAYA KRISHNAN L3 | SPECULA CONSULTANCY AND DEVELOPERS PVT LTD L1 | NIYAS K L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Detailed Topographic survey | ||||||||
| 1.01 | 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 taking cross section details at 25m intervals on straight roads and 10m interval on curves ( survey includes details of all features as mention in the scope of the in plane terrain work within the limit of the survery). The survey shall be include establishing DGPS control points at starting and ending of the project in pairs and at 4 KM intervels (in pairs) in plane and rolling terrain and 2.5 Km intervels (in pairs) in hilly terrains.IT shall also include establishing inter visible traverse control points not more than 250m apart with accuracy of at least 1:10000 and desirable 1:20000 in distance measurement. Elevation of each other control points connected to MSL of GPS Bench Mark using precision levelling. Seperate bench marks need not be established. Including taking sufficient colour copy prints.(5 Nos | 27.7 | Hector | 9,985.97 ₹2,76,611.37 | 7,950 ₹2,20,215 | 9,800 ₹2,71,460 | 6,100 ₹1,68,970 Lowest | 9,150 ₹2,53,455 |
| 1.02 | Establishing DGPS control points on TOR steel bar of 10 mm dia fixed in RCC pillar of size 0X20X70cm embeddded in concrete M15
up to a depth of 40 cm and the balancce 30 cm above the ground shall be painted yellow | 8 | Each | 3,500 ₹28,000 | 1,100 ₹8,800 | 1,200 ₹9,600 | 900 ₹7,200 Lowest | 3,000 ₹24,000 |
| 1.03 | 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 intervisible. No seperate bench mark need to be established | 33 | Each | 1,500 ₹49,500 | 1,000 ₹33,000 | 500 ₹16,500 Lowest | 800 ₹26,400 | 800 ₹26,400 |
Tender Value
₹3.4 L
EMD Value
₹8,450
Closing Date
13 Aug 2024, 5:00 pmClosed
Executive Engineer
Office of the Executive Engineer,Regional Investigation and Quality Control Laboratory, Kozhikode
Topographic Survey
2024_PWD_684616_1
D4/Tender-05/INV/KKD/2024 -25 Dated 08/08/2024
Open Tender
Civil Works - Others
Item Rate
60 days
Venniyoor Pathinarungal Bypass Road in Thirurangad
Please refer Tender documents.
7 documents required · 7 mandatory
₹800
Yes
₹8,450
Yes
5 Feb 2026
8 Aug 2024
16 Aug 2024
8 Aug 2024
13 Aug 2024
8 Aug 2024
Amount
Detailed Topographic survey
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 taking cross section details at 25m intervals on straight roads and 10m interval on curves ( survey includes details of all features as mention in the scope of the in plane terrain work within the limit of the survery). The survey shall be include establishing DGPS control points at starting and ending of the project in pairs and at 4 KM intervels (in pairs) in plane and rolling terrain and 2.5 Km intervels (in pairs) in hilly terrains.IT shall also include establishing inter visible traverse control points not more than 250m apart with accuracy of at least 1:10000 and desirable 1:20000 in distance measurement. Elevation of each other control points connected to MSL of GPS Bench Mark using precision levelling. Seperate bench marks need not be established. Including taking sufficient colour copy prints.(5 Nos
Establishing DGPS control points on TOR steel bar of 10 mm dia fixed in RCC pillar of size 0X20X70cm embeddded in concrete M15 up to a depth of 40 cm and the balancce 30 cm above the ground shall be painted yellow
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 intervisible. No seperate bench mark need to be established
AFNAN ASHRAF V
VINAYA KRISHNAN
NIYAS K
GOPINATHAN P
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