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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹50.3 LAdmitted-Finance | -0.10% | ₹50.3 L | L1 | Admitted-Finance |
| 2 | L2₹50.3 LAdmitted-Finance | -0.05% | ₹50.3 L | L2 | Admitted-Finance |
| 3 | L3₹50.3 LAdmitted-Finance SAKARA HUSENPUR GHAZIPUR | -0.01% | ₹50.3 L | L3 | Admitted-Finance |
Tender Value
₹50.3 L
EMD Value
₹1.0 L
Closing Date
7 Apr 2026, 5:00 pmClosed
Project Manager
Project Manager C and DS E/M Wing UP Jal Nigam Varanasi
S.I.T.C of Smriti Dwar at Different places in Distt- Ghazipur. Under Vidhan Mandal Kshetra Vikas Nidhi Programme.
2026_CDSNW_1131624_1
343/M-4/83 Date 18/03/2026
Open Tender
Miscellaneous Works
180 days
ghazipur
Tender Fee, EMD and Other Documents as per Tender Document/NIT
2 documents required · 2 mandatory
₹5,900
Director C and DS E/M Wing UP Jal Nigam
₹1.0 L
Varanasi
9 May 2026
30 Mar 2026
8 Apr 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
2 Apr 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 |
|---|---|---|---|---|---|---|
Earth wark In Excavation In trenches for foundation and pipes cables etc. in ordinary soil (loam clay or send) including lift up to 1.50 m & lead up to 50 m & drssing of sides & disposal of surplus excavated earth as directed by the E/I within a lead of 50 m . | - | Cum | - | - | BI01010001010000000000000515BI0100001113 | |
Concrete with 4cm. Gauge brick ballast F.Sand & cement 8:4:1 In base concrete of foundation as per | - | Cum | - | - | BI01010001010000000000000515BI0100001118 | |
R.C.C. Work in foundation with cement c.sand & 20 mm stone grit 1:2:4 Incl. all labour & material. | - | Cum | - | - | BI01010001010000000000000515BI0100001122 | |
M.S . Iron work in plain work in R.C.C | - | Qtl | - | - | BI01010001010000000000000515BI0100001123 | |
Supply & fixing of builtup over head structure of 12.5 mt. span comprising to two vertical 6.0 mt. hight from the top of pedestal comprising to two vertical member welded with 12 mm made of square M.S. Plate 90x90 cm at top & 75x75 cm at bottom for bearing of horizental frame compresing of 40 mm N.B heavy class main plpe & 32 mm N.B Medium class branching pipe as per appd. design & drawing with one coat of priming coat & 2 coat of synthetic enamed paint in required colour compoete as per direction E.IC. weight | - | Kg. | - | - | BI01010001010000000000000515BI0100001125 | |
25 mm dia & 600 mm long bolt with nut | - | No. | - | - | BI01010001010000000000000515BI0100001126 | |
Bolt with nut for top of vertical post | - | No. | - | - | BI01010001010000000000000515BI0100001128 | |
Add cartage of structure from workshop to site complete item | - | Job | - | - | BI01010001010000000000000515BI0100001129 | |
Add. Crane charges for hoisting In position wlth driver & staff for vertical post, | - | Day | - | - | BI01010001010000000000000515BI0100001130 | |
Add, Cost of ono coat of steel primer & 2 coat of synthetic enamel paint.Such. | - | Sqm | - | - | BI01010001010000000000000515BI0100001131 |
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