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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.1 LAccepted-Finance | ₹19.1 L | L1 | Accepted-Finance ACCEPT |
| 2 | L2₹19.1 LRejected-Finance | ₹19.1 L | L2 | Rejected-Finance REJECT |
Tender Value
₹19.1 L
EMD Value
₹39,000
Closing Date
8 May 2026, 6:00 pmClosed
EE RED FATEHPUR
VIKAS BHAWAN FATEHPUR
Nagar Palika Prishad Fatehpur Medical Center Se Sanjeev Shrivastava ke Ghar Hote Huye Teliyani Block Ke Samne Tak CC road Nirman.
2026_REDUP_1137177_4
13/RED/E-Tender/2026-27 Date 02-04-2026
Open Tender
Civil Works
90 days
FATEHPUR
PREFIRED NIT
3 documents required · 3 mandatory
₹854
₹39,000
VIKAS BHAWAN FATEHPUR
23 May 2026
2 May 2026
9 May 2026
2 May 2026
8 May 2026
2 May 2026
5 May 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 |
|---|---|---|---|---|---|---|
| 1 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 Technical Specification Clause 303.1. | 382.88 | cum | 225.48 | ₹86,333.3 | BI01010001010000000000000515BI0100001119 |
| 2 | Excavation for road way in soil using manual mean for carrying of cut earth to embankement site with a lift up to 1.50m and lead up to 50m as per T.S.C. 302.30 | 95.38 | cum | 90.38 | ₹8,620.37 | BI01010001010000000000000515BI0100001120 |
| 3 | CC 1:6:12 Cement sand and 40mm brick ballast all complete as S.I. No. 273 | 25.81 | cum | 3,439 | ₹88,753.71 | BI01010001010000000000000515BI0100001121 |
| 4 | M1 150 class in foundation with 1:4 cement and coarse sand mortar including all complete of work. Item no. 305A | 83.67 | cum | 5,139.5 | ₹4,30,019.91 | BI01010001010000000000000515BI0100001122 |
| 5 | Construction of granular sub-base by providing coarse graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieved the desired density, complete as per clause 401 | 85.09 | cum | 2,783.42 | ₹2,36,827.33 | BI01010001010000000000000515BI0100001123 |
| 6 | Construction of un-reinforced, plain cement concrete pavement thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer compacted using needle, screed and plate vibrators, curing of concrete slabs for 14-days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification MORD clause 1500.4 | 127.63 | cum | 7,204.99 | ₹9,19,554.44 | BI01010001010000000000000515BI0100001124 |
| 7 | PCC work with 1:2:4 with cement, coarse sand & 20 mm stone grit including all material labour etc complete As per SI No. 279A | 7.29 | cum | 6,745 | ₹49,140.02 | BI01010001010000000000000515BI0100001125 |
| 8 | 12mm thick plaster in 1:4 cement & sand morter all complete as per S.I. No. 13.11 | 272.72 | sqm | 162.45 | ₹44,303.36 | BI01010001010000000000000515BI0100001126 |
| 9 | RCC work in slab with 1:1.5:3 with cement, coarse sand & 20 mm stone grit including all material labour etc complete SI no 284 | 2.81 | cum | 8,217.5 | ₹23,074.74 | BI01010001010000000000000515BI0100001127 |
| 10 | P/L of MS work in slab as reinforcement including all material TNP etc complete SI No 504 | 3.53 | qtl | 5,842.5 | ₹20,624.02 | BI01010001010000000000000515BI0100001128 |
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