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Tender ID
Tender Value
₹5.8 L
EMD Value
₹49,150
Closing Date
6 Apr 2026, 4:00 pmClosed
CHIEF ENGINEER
NAGAR NIGAM VARANASI
WARD NO.59 RAMREPUR ANTARGAT ARAJI NO 144 POJKHRI KE CHARO TARAF CHATIGRAST PILLER VA BOUNDRYWALL KA KARYA
2026_NNVAR_1111396_18
82/2025-26
Open Tender
Civil Works
Percentage
90 days
NAGAR NIGAM VARANASI
AS PER TENDER DOCUMENT
3 documents required · 3 mandatory
₹580
TENDER COAST AC NO.50100642535388
₹49,150
24 Mar 2026
24 Mar 2026
6 Apr 2026
24 Mar 2026
6 Apr 2026
24 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1वार्ड सं0- 59 रमरेपुर अंतर्गत आराजी सं0 144 पोखरी के चारो तरफ प्रिकास्ट पिलर व बाउंड्री का कार्य । | |||||
| 1.01 | E/W in excavation in soil mixed with moorum/shingle/ black cotton / kankar etc. including lift of 3.5 m and 30m lead with all complete SOR. 252 | - | cum | - | - |
| 1.02 | P.C.C work in 1:2:4 with cement , F/sand & 40mm stone ballast with all complete . | - | cum | - | - |
| 1.03 | P/L of C.C. 1:2:4 with c/sand & 20 mm stone grit with all complete. SOR SI No -279B | - | cum | - | - |
| 1.04 | R.C.C work in 1:2:4 with cement ,c/sand and 20 mm stone grit with all complete, | - | cum | - | - |
| 1.05 | Mild steel work or iron in plain for R.C.C work etc. all complete. SOR SI No.504 | - | qtl | - | - |
| 1.06 | Supply and fixing of R.C.C precast boundry wall consisting of 150mm size coloumn and 210x300x50 mm plank with m-25 grade concrete including supply of all material, labour and T&Petc. Required for proper compection of the work as directed by Eng. | - | sqm | - | - |
| 1.07 | Providing and fixing concerting coil fencing with punched tape concertina coil 600mm dia 10 m openable length (total length 90m ) laying 50 nos rounds per 6 m length up to 3m height of wall eith existing angle iron 'Y' shaped placed 2.4m or 3.0m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with GI staples and GIclip to retain horizontal , including neccessary bolts or GI barbed wire tied to anle iron all complete as per direction of engineer -in- charge, with reinforced barbed (R.B.T. ) spring core ( 2.5 mm thick) wire of high tensile strength of 165kg/sqmm with tape (.o52mm thick ) and weigth 43.478 gm/meter ( cost of M.S. angle C.C. block shall be paid separately ) | - | sqm | - | - |
| 1.08 | Supply and construction of 'Y' shape M.S. angle arm (as per design attached) Total weight Y- shape angle arm =8kg | - | nos | - | - |
| 1.09 | M.S . or iron work in hear size such as trusses, built -up gate, iron net etc. with all complete. M.S. section ( 35x35x5) SOR SI No. 503. | - | kg | - | - |
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