Loading
Loading…
Loading…
Updated dates
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
22 Jun 2026, 5:00 pm3d left
Similar tender results from the same govt authority in the past 3 years.
Superintending Engineer
Office of Superintending Engineer, Circle Office, UPJN (Rural), Mirzapur
Construction of Nakahara water supply scheme
2026_UPJNG_1158758_2
537/Q-1/01
Open Tender
Civil Works - Water Works
180 days
Mirzapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Executive Engineer, Divisional office mzp
₹1.5 L
Office of Executive Engineer, UPJN (Rural), Mzp
10 Jun 2026
10 Jun 2026
23 Jun 2026
10 Jun 2026
22 Jun 2026
10 Jun 2026
13 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Nakahara water supply Scheme | ||||||
| 1.01 | Internal electrificaton of water work capus. | - | LS | - | - | BI01010001010000000000000515BI0100001113 |
| 2Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of following capacity and staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M‐30 concrete and minimum grade of concrete of foundation and staging should be M‐25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456Seismic effects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part‐III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M30 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia, Water level indicator fabricated with sensor connecting to automation, Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309‐1969 and ISS 3013‐1966, C.I. manhole of min 60x60cm size with locking arrangement, safty gate including cage after first landing, Supply, fixing, jointing of D.I.D/F Pipes of appropriate size with D.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet | ||||||
300 KI 14 M Staging | - | Job | 0.26 | - | BI01010001010000000000000515BI0100001115 | |
| 3Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer ‐in ‐charge. | ||||||
Ordinary soil | 0.8 | Cum. | 1 | ₹0.8 | BI01010001010000000000000515BI0100001117 | |
Mixed soil with Kankar | 0.6 | Cum. | - | - | BI01010001010000000000000515BI0100001118 | |
Supply of following sizes pipes for ditribution system conforming to latest/relevant I.S 4984/1995 Specification with all jointing materials and specials conforming to leatest.Relevent I.S specifications including F.O.R. Destination and all taxes and insurance etc. with loading unloading and carting up to site of work also including specials for these pipes and lowerring them into the trenches and laying true to alignment and gradient and jointing etc.complete ( including testing of pipe lines and cutting of pipes for making up the lenght but excluding the cost of trenches all complete as per instructions of Engineer -in-Charge. | - | - | - | - | BI01010001010000000000000515BI0100001119 | |
90 mm dia HDPE Pipe PN‐6: Class PE‐100 | - | Rmt | - | - | BI01010001010000000000000515BI0100001120 | |
75 mm dia HDPE Pipe PN‐6: Class PE‐100 | - | Rmt | - | - | BI01010001010000000000000515BI0100001121 | |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.06 MB
TDNakahara.pdf
Tender Documents • 2.96 MB
BOQ_2171760.xls
BOQ • 0.28 MB
Download all tender documents and submit your bid