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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.3 LAccepted-AOC | ₹28.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹28.4 L+₹5,673 (0.20%)Rejected-AOC | ₹28.4 L+₹5,673 (0.20%) | L2 | Rejected-AOC L2 |
Tender Value
₹28.6 L
EMD Value
₹57,200
Closing Date
1 Jul 2026, 12:00 pmClosed
Executive Engineer
Vikash Bhawan
Block-Piprauli Gram Bhauwapaar mein RCC Puliya ka nirman
2026_REDUP_1163025_13
695/EE/RED/GKP/26-27 Date 30/05/26
Open Tender
Civil Works
Percentage
90 days
Gorakhpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹896
₹57,200
17 Jul 2026
25 Jun 2026
2 Jul 2026
25 Jun 2026
1 Jul 2026
25 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanikal means (Hydrolic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. As per DSR 2.6.1 | - | cum | - | - |
| 2 | Concrete With 4 Cm Gaguge Brick Ballast, Fine Sand of 1.25 F.M. and Cement in proportion 8:4:1 in Foundation As Per PWD S.I. No.-275 | 1 | cum | 3,518.61 | ₹3,515.09 |
| 3 | M-150 Sub Class A Brick Work in 1:3 Cement and approved Csand As Per S.I. No.-307 | - | cum | 5,109.1 | - |
| 4 | Same as item No.-3 But in Superstructure As Per PWD S.I. No.-307+309 | 1 | cum | 5,351.35 | ₹5,346 |
| 5 | Struck Pointing With 1:2 Cement and Fine Sand As Per S.I. No.-574 | - | sqm | 166.25 | - |
| 6 | R.C.C. Work With Cement approved Coarse Sand 1:1:5:3 and 2 .00 Cm Gaguge As Per S.I. No.-284 A | 1 | cum | 8,524.92 | ₹8,516.4 |
| 7 | R.C.C. Work With Cement approved Coarse Sand 1:1:5:3 and 2 .00 Cm Gaguge As Per S.I. No.-289 | 1 | cum | 9,246.92 | ₹9,237.67 |
| 8 | Mild Steel or Iron Work | 1 | Qtl | 7,486.95 | ₹7,479.46 |
| 9 | E/W Filling In Embakement of Road As Per S.I. No.-253 | - | cum | 155.42 | - |
| 10 | B.O.E. Soling As Per S.I. No.-762(b) | - | sqm | 412.3 | - |
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BOQ_2180263.xls
BOQ • 0.29 MB
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