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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹38.4 LAdmitted-Finance | -1.05% | ₹38.4 L | L1 | Admitted-Finance |
| 2 | L2₹38.5 LAdmitted-Finance | -0.70% | ₹38.5 L | L2 | Admitted-Finance |
Tender Value
₹38.8 L
EMD Value
₹3.9 L
Closing Date
6 Apr 2026, 12:00 pmClosed
EO,Nagar Panchayat Uruwa Bazar, Gorakhpur
Nagar Panchayat Uruwa Bazar, Gorakhpur
Ward no.06 mai Mohit harijan ke ghar se Kashinath ke khet tak C.C raod and nali nirman karya
2026_DOLBU_1131580_14
413/N.P.U.B/CMNSY/25-26
Open Tender
Civil Works
90 days
Uruwa Bazar
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,575
EO,Nagar Panchayat Uruwa Bazar, Gorakhpur
₹3.9 L
21 Apr 2026
30 Mar 2026
6 Apr 2026
30 Mar 2026
6 Apr 2026
30 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Site Clearence including supply of all labours , T&P etc.complete. | ||||||
| 2 | Dismantling of old B/Work including base concrete with all complete work. SI.NO. 697 | 1 | Sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 3Excavation/ subgrade prepration including lift upto 1.50 metre and lead upto 30.00 metre (S.I. No.251) | ||||||
| 4Cement concrete in 1:4:8 cement, approved sand and 40mm Brick ballast as per SI No.275 | ||||||
| 5 | Class 150 sub class-A brick work in 1:4 Cement and Coarse sand of Mortar (S.I.No.305) | 1 | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 6 | Supply & laying of R.C.C work in Nala in 1:1.5:3 with cement, approved coarse sand and 20 mm (¾ ) gauge approved stone grit for slab etc complete (SI No.284A) | 1 | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 7 | Mild steel or iron workfor reinforcement of R.C.C.work (SI No.504) | 1 | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 8Construction of Granular sub-base by providing well graded materials in average thickness by mix in place method compacting to desired density. | ||||||
| 9Providing & laying polythene shet 125 micron thick over prepared base course before laying of C.C. road slab etc complete.(N.S.I.) | ||||||
| 10Laying C.C. Road slab 10cm (4" thick consisting of 1:1.5:3 cement, coarse sand & approved 2cm gauge stone grit, over prepared subgrade after its rectifications & bringing it to proper camber and including supply of all materials.(SI No.773 a) | ||||||
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