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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | LI₹4.1 LAccepted-AOC | ₹4.1 L | LI | Accepted-AOC L1 |
| 2 | L2₹4.3 LRejected-AOC | ₹4.3 L | L2 | Rejected-AOC L2 |
| 3 | L3₹5.1 LRejected-AOC | ₹5.1 L | L3 | Rejected-AOC L3 |
| 4 | L4₹5.1 LRejected-AOC NULL | ₹5.1 L | L4 | Rejected-AOC L4 |
| 5 | L5₹5.1 LRejected-AOC | ₹5.1 L | L5 | Rejected-AOC L5 |
Tender Value
₹5.2 L
EMD Value
₹13,000
Closing Date
10 Oct 2022, 3:00 pmClosed
Executive Engineer
Office or the Executive Engineer , PWD, RIQCL Ekm
Topographical survey and preparation of site plan
2022_PWD_510791_1
11/EE/RIQCL/EKM/2022-23
Open Tender
Civil Works - Others
Item Rate
60 days
Kozhinjampara Palakkad
Please refer Tender documents.
7 documents required · 7 mandatory
₹680
Yes
₹13,000
Yes
6 Jan 2023
27 Sept 2022
12 Oct 2022
27 Sept 2022
10 Oct 2022
27 Sept 2022
Amount
Topographical Survey
Providing and fixing RCC pillars for DGPS control points of size 300mmx300mm, 450mm long, 250mm above ground level and 200mm below GL. casted in M20 Grade concrete reinforced with 4 nos of 8mm dia longitudinal bars and 6mm dia stirrups @ 150mm c/c, firmly fixed in position by means of foundation of size 0.5mx0.5mx0.15m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint
Providing and fixing RCC pillars at every 250 m interval along the road, of size 150mmx150mm, 450mm long, 250mm above ground level and 200mm below GL. casted in M20 Grade concrete reinforced with 4 nos of 8mm dia longitudinal bars and 6mm dia stirrups @ 150mm c/c, firmly fixed in position by means of foundation of size 0.3mx0.3mx0.15m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint
To carry out DGPS survey to establish primary control points - it includes observation of raw data by using dual constellation GNSS receiver, processing, net work, adjustment and submission of data in WGS 84 datum and UTM/TM projection system including traverse report ( One intervisible pair per 5 Km)
To carry out Traverse to establish horizontal control traverse stations on the proposed road stretch running through from one DGPS station at every 2.50 km using electronic total station instrument at maximum of 250 m imnterval with an accuracy of 1 in 20000 which includes submission of hard and soft copies as per IRC standards
Fly levelling to shift levels from given Bench mark value to next Bench mark station to horizontal traverse station and available permanent structures all along the road for the elevation purpose by closed circuit which includes submission of the hard and soft copies as per IRC Standards
Providing access to the site clearing site and making good for surveying in order to provide clear line of site devoid of any hindrance due to vegetation etc. and clearing areas for station points (This item is applicable only for sites without access such as in case of new road formation, bridge and building sites at in accessible locations).
Total station surveying and preparation of site plan - Plain and open area without hindrance to line of sight with 1 m contour intervals , with 5m x 5m interval.
Crowned Eagle
VAJID
G S Infrastructure
NIYAS K
ANAS K.P.
AA AND S CONSTRUCTIONS
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
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details.html
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