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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹1.9 LAccepted-AOC | H1 | Accepted-AOC Accept | |
| 2 | H2₹1.9 L−₹2,811 (1.48%)Accepted-AOC | H2 | Accepted-AOC Accept |
Tender Value
₹1.5 Cr
EMD Value
₹1.5 L
Closing Date
2 May 2023, 3:00 pmClosed
The Chief Officer KBMC
The Chief Officer KBMC
Providing Detailed Survey Plan and Demarcation of Road / Land on site on Yearly Basis for Year 2022-23
2023_DMA_897051_1
KBMC/pwd/Retender/138 2023-2024 Date 24/04/2023
Open Tender
Civil Works
Percentage
300 days
The Chief Officer KBMC
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹1.5 L
8 Jun 2023
24 Apr 2023
3 May 2023
24 Apr 2023
2 May 2023
24 Apr 2023
Amount
Providing detailed layout plan of area in scale 1:500 including carrying out contour survey and detailed Engineering plane table Servey with the help of 24 Alidade. The Dolomite area measurement of the plot and structures, tress, over head line and under ground service amenities within the area, with traingular method and giving details of the structure, such as total area, type of building and distance from all corners taking trail pit 0.5x0.5x2.00m 2Nos. per acre and collection of record from city survey / D.I.L.R. authorities band authentication. The plan shall be traced on 75 micron polyster film and shall be submitted along with three Aminia prints. The Contour levels shall be marked at 0.5 Meter intervals. Note :- The items includes: 1)Traversing work with theodolite and steel tape. 2) Levelling Grid Work of the terrain. 3) Detailed Engineering Survey and Contouring work of the terrain 4) Plotting work 5) Collectionof Record. b)Above 1 Acre ExcludingGST (DSR 2022-23)I- 1, 22 P-15
Providing detailed layout plan of area in scale 1:500 including carrying out contour survey and detailed Engineering plane table Servey with the help of 24 Alidade. The Dolomite area measurement of the plot and structures, tress, over head line and under ground service amenities within the area, with traingular method and giving details of the structure, such as total area, type of building and distance from B+27 all corners taking trail pit 0.5x0.5x2.00m 2Nos. per acre and collection of record from city survey / D.I.L.R. authorities band authentication. The plan shall be traced on 75 micron polyster film and shall be submitted alonf with three Aminia prints. The Contour levels shall be marked at 0.5 Meter intervals. Note :- The items includes: 1)Traversing work with theodolite and steel tape. 2) Levelling Grid Work of the terrain. 3) Detailed Engineering Survey and Contouring work of the terrain 4) Plotting work 5) Collectionof Record. b)Above 1 Acre ExcludingGST (DSR 2022-23)
Demarcation of right of way (Row) as per design using total station including calculation of coordinates of 30m interval of both side of road .I-1.38 , Pno. 17
Preparation of land Acquicition proposal including collection of 7/12 and 8/A documents making alignment on village maps, area calculations, prapration of proposal, printinf, binding, ets. Complete and Submission of 5 sets more ever liasoning and cooradination with revenue authorities with compliance id any finalization of award including joined measurement of the alligment for new alligement I - 1.39 P No. 18
Carring of detailed tropographic servey by using total station along the existing or new road including taking L section and Cross sEction at every 30m Row , Taking at least 10 spot level per Cross section, Picking up all existing details inside the Row like electric telephone Line, Enchroughment, structers etc. Connecting all the Primary Total Station Control points by GIS Bench marks levels or which ever available with department using autolevel and praparing autucad plan by using above data taking out 1 set of black and white print pout on 15 Micron polister film sheet A 2 size and two sets of colour printouts on A2 Size Submitting Soft copy or all data oin CD plain terrain new allignment. I- 1.41, P No.18
Carring of detailed tropographic servey by using total station along the existing or new road including taking L section and Cross sEction at every 30m Row , Taking at least 10 spot level per Cross section, Picking up all existing details inside the Row like electric telephone Line, Enchroughment, structers etc. Connecting all the Primary Total Station Control points by GIS Bench marks levels or which ever available with department using autolevel and praparing autucad plan by using above data taking out 1 set of black and white print pout on 15 Micron polister film sheet A 2 size and two sets of colour printouts on A2 Size Submitting Soft copy or all data oin CD plain terrain new allignment. I- 1.42, P No.19
Demarcation of Road Boundry (Row) including fixing the boundry stones of Standard size and shape including fixing in block of standard size of C.C. of 1:4:8 white washing at 30m interval of on both Sides. I -1.44 P No. 19
Ravindra Suryawanshi
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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