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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹46.5 LAccepted-Finance A 1 87 3RD FLOOR SEWAK PARK WEST DELHI DELHI 110059 UDYAM DL 03 0007873 07AAFCM6968F1Z4 R M M MSME STATUS AS VERIFIED | WEST DELHI | DELHI | 110059 | 1 | Accepted-Finance L 1 bidder | |
| 2 | 2₹48.2 L+₹1.8 L (3.80%)Rejected-Finance SHOP AT E 523 RAMPHAL CHOWK DWARKA SEC 7 T F PALAM EXTN SECTOR 7 DWARKA NEW DELHI SOUTH WEST DELHI DELHI 110045 | SOUTH WEST DELHI | DELHI | 110045 | 2 | Rejected-Finance L 2 bidder | |
| 3 | 3₹52.0 L+₹5.5 L (11.9%)Rejected-Finance ASSOTECH BUSINESS CRESTERRA UNIT NO 301 TO 318 FLOOR 3RD TOWER 2 PLOT NO 22 SECTOR 135 NOIDA UTTAR PRADESH 201304 | NOIDA | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201304 | 3 | Rejected-Finance L 3 bidder | |
| 4 | 4₹52.2 L+₹5.8 L (12.4%)Rejected-Finance 57 11 FIRST FLOOR OLD RAJINDER NAGAR CENTRAL DELHI CENTRAL DELHI DELHI 110060 | CENTRAL DELHI | DELHI | 110060 | 4 | Rejected-Finance L 4 bidder | |
| 5 | Rejected-Technical 237 MAPMYINDIA NEAR MODI MILL OKHLA INDUSTRIAL AREA PHASE III NEW DELHI DELHI 110020 | SOUTH EAST DELHI | DELHI | 110020 | - | Rejected-Technical Non Responsive |
Tender Value
₹70 L
EMD Value
₹1.4 L
Closing Date
15 Dec 2022, 11:00 amClosed
Executive Engineer
Qtr No 1064 Type V NH IV NIT Faridabad
Strip and Reservoir Area Survey of Panchnad Irrigation scheme in Auraiya District of Uttar Pradesh by Unmanned Aerial Vehicle (UAV)
2022_CWC_727147_1
102/06/NIT/2022/3202-06
Open Tender
Survey
Item Rate
120 days
Auraiya
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹1.4 L
Yes
3 May 2023
3 Dec 2022
16 Dec 2022
3 Dec 2022
15 Dec 2022
8 Dec 2022
4 Dec 2022 - 7 Dec 2022
Amount
Topographical Survey for Panchnad Barrage in Auraiya District of Uttar Pradesh (Place is situated near the junction of 5 Rivers) using Drone Aerial surveys, 3D Photogrammetry, digital mapping, 3D visualization and allied works.
Strip survey using 10m x 10m Grid and covering elevation PL+3 m or one km from either side of firm bank, whichever is more. Survey will cover area about 2 km downstream from the Panchnad barrage axis. Contour interval shall be 0.5m & scale shall be 1:1000.
Panchnad Barrage Lat - 26° 24’ 33” N Long - 79° 22’ 13.90”E Pond Level 109 m
Reservoir area survey using 10m x 10m Grid and covering elevation PL+3 m on both sides. Survey will cover area upto PL+3m on upstream portion along the river stretch. Contour interval shall be 0.5m & scale shall be 1:1000.
Panchnad Barrage Pond Level 109 m
Upstream L-section of river upto PL+3 m or to a point up to which the back water effect is likely to extend from the axis of the structure, whichever is less. In case of any head works situated upstream within PL+3 m or the farthest point affected by back water, L-Section to be taken upto the head works on a scale of 1:10000 horizontal and 1:100 vertical.
Downstream L-section of river, 10 km from the axis of the structure or upto nearest headwork whichever is less on a scale of 1:10000 horizontal and 1:100 vertical
Upstream X-section at 200m intervals upto HFL+ 5 m (HFL=120 m) or 1 km on either side of the firm bank whichever is less and for a distance of 2 km from the axis of the structure and thereafter at one km interval corresponding to the length of the L-Section.
Downstream X-Section at 200 m intervals upto historical/observed HFL+ 5 m (HFL=120 m) on either side of firm bank for a distance of 2 to 5 km from the axis of the structure depending upon the meandering nature of the river.
Construction of D type permanent bench marks in the vicinity of site at the locations provided by Engineer-In Charge as per the drawing attached in Plate 2
Atom Aviation Services Private Limited
GARUDAUAV SOFT SOLUTIONS PVT LTD
Utkila Construction and Services Private Limited
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