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Tender Value
Refer Docs
EMD Value
₹20,000
Closing Date
7 Apr 2026, 4:00 pmClosed
CHIEF ENGINEER
VARANASI NAGAR NIGAM
VARANASI NAGAR NIGAM CHETRA ANTARGAT VIBHINN PARIYOJNAO KE SURVAY HETU ITEM RATE KI NIVIDA
2026_NNVAR_1119585_3
99/rate/2025-26
Open Tender
Civil Works
Item Rate
90 days
VARANASI NAGAR NIGAM
AS PER TENDER DOC
3 documents required · 3 mandatory
₹500
TENDER COST, Account no- 50100642535388
₹20,000
1 Apr 2026
1 Apr 2026
7 Apr 2026
1 Apr 2026
7 Apr 2026
1 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1okjk.klh uxj fuxe {ks= vUrxZr fofHkUUk ifj;kstukvksa ds losZ gsrq vkbZVe jsV dh fufonk A | |||||
| 1.01 | Carryout the topographical survey for preparation of layout of roads along with all feathers 50m.L.H.S & 50m. R.H.S. from center of road with all feathers such as all trees, Size of building electric poles H.T. Lines Poles, Hand Pump. Drain, River Water Shades, Bandha etc. using total station (computerized survey) theodolite cum distometer of 5 seconds accuracy and preparation of Road plan on AUTOCAD Painted pavement width Service Lane and Dividers should be shown with different colours & notation providing one soft and three hard Colour copies. | - | Km | - | - |
| 1.02 | Submission of extra drawing as per requirement.
A For A2 | - | No. | - | - |
| 1.03 | Submission of extra drawing as per requirement.
B For A1 | - | No. | - | - |
| 1.04 | Submission of extra drawing as per requirement.
C For A0 | - | No. | - | - |
| 1.05 | Providing detailed survey of roads 50m on either side of roads for widening, strengthening, upgradation etc. Scale 1:2500 Horizontal, 1:2500 vertical for L section and 1:100 for Cross section at 25m interval taking points 4 to 5 m distance for calculation of earthwork and other item such as non-bituminous & bituminous items drain,duct & footpath with one soft and three colour copies. | - | KM | - | - |
| 1.06 | Providing detailed survey of roads 50m on either side of roads for widening, strengthening, upgradation etc. Scale 1:2500 Horizontal, 1:2500 vertical for L section and 1:100 for Cross section at 25m interval taking points 4 to 5 m distance for calculation of earthwork and other item such as non-bituminous & bituminous items drain,duct & footpath with one soft and three colour copies. Only For Plotting L&X- section | - | KM | - | - |
| 1.07 | Carrying out topographical survey of open land for preparation of Building Blan Roads, Rotaries crossings, Flyover, R.O.B., Planning of colonies etc, Showing levels contoures complete feathers Electric poles, H.T. Poles & Telephone Poles such as Trees, Buildings and other structure if any using total station (Computerized survey) theodolite cum distometer of 5 seconds accuracy and plotting on AUTOCAD providing one soft copy and three hard colour copies.
(A) upto 10 Acre | - | Acre | - | - |
| 1.08 | Carrying out topographical survey of open land for preparation of Building Blan Roads, Rotaries crossings, Flyover, R.O.B., Planning of colonies etc, Showing levels contoures complete feathers Electric poles, H.T. Poles & Telephone Poles such as Trees, Buildings and other structure if any using total station (Computerized survey) theodolite cum distometer of 5 seconds accuracy and plotting on AUTOCAD providing one soft copy and three hard colour copies.
( B ) Add Extra Every time | - | Acre | - | - |
| 1.09 | Sabmisuion of extra drawing as per requirement.
A. For A2 | - | No. | - | - |
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