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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.5 L+₹22,880 (10.2%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹2.5 L+₹26,000 (11.6%)Rejected-Finance | L3 | Rejected-Finance L3 |
Tender Value
Refer Docs
EMD Value
₹6,400
Closing Date
22 Feb 2021, 3:00 pmClosed
Executive Engineer
Executive Engineer WSP Division Palakkad
JJM 2020-21 Surveying and investigation of distribution network for Karimpuzha panchayath using Total station and DGPS instrument
2021_KWA_415589_1
06/20-21/EE/WSP/PKD
Open Tender
Civil Works - Others
Lump-sum
30 days
Karimpuzha
As per NIT
3 documents required · 3 mandatory
₹672
₹6,400
16 Jul 2021
16 Feb 2021
24 Feb 2021
16 Feb 2021
22 Feb 2021
16 Feb 2021
16 Feb 2021 - 20 Feb 2021
Amount
Surveying and investigation of distribution network using Total station and DGPS instrument for a length of minimum 120Km or cover the entire roads in Karimpuzha panchayath whichever is higher
Topographical survey of pipeline network using DGPS instrument with following conditions Final drawings in autocad dwg, dxf formats and original total station output shall be supplied in addition to hard copy 3 sets in suitable scale. Every distinct type of parameter shall be in separate layer. ( e.g. Road center, culvert, road BT edge, annotations etc), Road line shall be in a separate layer. No other entry shall be made in that layer. Road line shall be 3D polyline from junction to junction. Closed loops shall terminate on already marked vertices, The maximum closing error shall be within 10 cm,Every vertex shall indicate spatial, three imensional coordinate system. Road line shall be compatible for use in watercad, GIS or similar software.Survey shall be done with georeference. Alignment with GIS database such as Google maps shall be confirmed. Bench marks shall be established at major junctions and KWA installations. Reference level shall be MSL.Pilot drawings shall be given after 10 km initial survey to ensure compliance.All radiant nformation’s such as name of junction, land mark etc. shall be marked clearly in the sketch. All distance measurement shall be annotated in single digit precision and all vertical level shall be of double digit precisions.The main trunks shall be surveyed and close with utmost care and the closing error shall be within 5 cm.Levels of all tips and dips shall be clearly marked. In addition to the above conditions, you are directed to include the peak points of all hills in the survey irrespective of road access The payment will be made only after random checking of levels
AFNAN ASHRAF V
RITECH SURVEYING AND ENGINEERING LLP
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finance_590340.pdf
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