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Tender Value
₹7.9 L
EMD Value
₹19,660
Closing Date
30 Jun 2026, 4:00 pm4d left
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer
Office of the Executive Engineer,Regional Investigation and Quality Control Laboratory, Kozhikode
Additional topo-survey and mandatory Investigations for Revised Alignment
2026_PWD_857242_1
PWD/DE/TR/6483/2026_3_1_1/1
Open Tender
Civil Works - Others
90 days
Venniyoor (Pookkiparambu) -Pathinarungal Bypass Ro
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,735
Yes
₹19,660
Yes
24 Jun 2026
24 Jun 2026
2 Jul 2026
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30 Jun 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1APPENDIX - A -TOPOGRAPHIC SURVEY | ||||||
| 1.001 | OD13222/2026-2027:Detailed topographic survey using Total station/mobile Lidar and preparation 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
mentioned in the scope of the in plain terrain work within the limit of survey). The survey shall
be include establishing DGPS Control points at starting and ending of the project in pairs and at
4Km intervals (in pairs) in plain and rolling terrain and 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
precision levelling. Separate bench marks need not be established. Including Taking sufficient
Color copy prints (5nos) | - | Hectare | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | OD13223/2026-2027:Providing and fixing RCC pillars for DGPS control points of size 0.3 m x 0.3 m,0.5 m long, 0.1
m above ground level and 0.4 m below GL casted in M20 Grade concrete reinforced with 4 nos
of 8 mm dia longitudinal bars and 6mm dia stirrups @ 0.15m c/c, firmly fixed in position by
means of PCC of 0.1m wide and 0.4 m deep around the pillars in M15 grade concrete below
ground level including painting 2 coats on exposed surface with synthetic enamel paint | - | each | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | OD13224/2026-2027:Providing and fixing RCC pillars at every 250 m interval along the road, of size 0.15 m x 0.15m, 0.45 m long, 0.15 m above ground level and 0.3 m below GL casted in M20 Grade concrete reinforced with 4 nos of 8 mm dia longitudinal bars and 6 mm dia stirrups @ 0.15 m c/c, firmly fixed in position by means of PCC of 0.075 m wide and 0.3 m deep around the pillars in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint | - | each | - | - | BI01010001010000000000000515BI0100001116 |
| 2APPENDIX B - INVENTORY SURVEY | ||||||
| 2.001 | OD13332/2026-2027:Data for inventory survey up to 12 meter wide roadfor survey work of collecting road inventories and recording in prescribed format attached based on chainage marking including marking chainage at 50 m inervel and taking details such as existing carriageway width, shoulder width, type of shoulder, width and location of approach road , details of existing drains, culvets and bridges as given in the format attached, etc.road safety measures ( Details of road sign, crash barriers,guard stones, delineator post, hazzard markers etc.).chainage wise details of villages, exposed rock,stretches prone to land slide and all other existing retaining strechers in road, including documenttion charges etc. as per direction of the officers at site. | - | km | - | - | BI01010001010000000000000515BI0100001118 |
| 3APPENDIX C - SUB SOIL INVESTIGATION | ||||||
| 3.001 | 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 | - | - | BI01010001010000000000000515BI0100001120 |
| 3.002 | 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 | - | - | BI01010001010000000000000515BI0100001121 |
| 3.003 | 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 | - | - | BI01010001010000000000000515BI0100001122 |
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