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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹14.5 L+₹54,219.39 (3.87%)Rejected-AOC JOY KRISHNA PUR P S DEBRA SRI SRI RADHE KRISHNA BHAWAN P O MATH BISHNU PUR VILLAGE TOWN VILL JOY KRISHNA PUR CITY MIDNAPORE | L2 | Rejected-AOC L2 |
Tender Value
Refer Docs
EMD Value
₹37,400
Closing Date
25 Apr 2022, 3:00 pmClosed
Executive Engineer
HW Division,Aruvikkara
JJM-2021-24-Ph-III(3rd SLSSC)-Providing survey, investigation and preparation of drawing for the CWSS to Kallara,Pangode,Pullampara,Panavoor and Vembayam
2022_KWA_486890_1
3/2022-23/HWD
Open Tender
Civil Works - Others
Item Rate
60 days
work
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,500
Yes
₹37,400
Yes
23 Jun 2022
20 Apr 2022
27 Apr 2022
20 Apr 2022
25 Apr 2022
20 Apr 2022
Amount
surveying
Surveying using Electronic Total Station with double prism in hilly terrain / normal terrain with heavy traffic.
Surveying using Electronic Total Station with double prism in normal terrain and normal traffic.
Topographical survey of pipeline network using DGPS instrument with following conditions Final drawings in autocad dwg, dxf formats and 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 bemade in that layer. Road line shall be3D polyline from junction to junction. Closed loops shall terminate on already marked vertices, The maximum closing<br>error shall be within 10 cm,Every vertex shall indicate spatial, three dimensional coordinate system. Road line shall be compatible for use in water cad, GIS or similar software.Survey shall be done with Geo reference. 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 information's such as name of junction, land mark etc.shall be marked clearly in the sketch. All<br>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
Taking site survey with plain table or by compass traverse or theodolite traverse and taking spot levels at an average of one per 10m2 including labour for clearing obstructions,conveyance of instruments and cost of peg in heavily built up areas,roads with heavy traffic and thick jungle(Out-turn 0.60 hectares per day) NEW DATA (Prepared based on PWD SDB - Item No.806(a))
LOKANATH CONSTRUCTION AND SURVEY ENGINEERING
Bidder Name
PRAKASH S R
LOKANATH CONSTRUCTION AND SURVEY ENGINEERING
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_699490.pdf
boq_comp_chart.xlsx
xlsx
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details.html
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