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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.4 LAccepted-AOC | ₹5.4 L | 1 | Accepted-AOC L 1 |
| 2 | 2₹5.5 L+₹5,909.12 (1.08%)Rejected-Finance | ₹5.5 L+₹5,909.12 (1.08%) | 2 | Rejected-Finance L 2 |
| 3 | 3₹5.5 L+₹8,032.71 (1.47%)Rejected-Finance | ₹5.5 L+₹8,032.71 (1.47%) | 3 | Rejected-Finance L 3 |
| 4 | 4₹5.5 L+₹9,140.67 (1.68%)Rejected-Finance | ₹5.5 L+₹9,140.67 (1.68%) | 4 | Rejected-Finance L 4 |
| 5 | 5₹5.5 L+₹9,233 (1.69%)Rejected-Finance | ₹5.5 L+₹9,233 (1.69%) | 5 | Rejected-Finance L 5 |
Tender Value
₹9.8 L
EMD Value
₹98,000
Closing Date
28 Mar 2026, 12:00 pmClosed
ee pd pwd Gorakhpur
ee pd pwd Gorakhpur
Renewal work of Banhaita Link Road in Distt Gorakhpur in FY 2025 - 26 Lot No 01 of 01
2026_CEGKP_1128334_1
194/5 Lekha Date 19.03.2026
Open Tender
Civil Works
Percentage
60 days
ee pd pwd Gorakhpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹856
₹98,000
23 Apr 2026
20 Mar 2026
28 Mar 2026
20 Mar 2026
28 Mar 2026
20 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 |
|---|---|---|---|---|---|
| 1WBM G-3 Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity as per MORD technical specification clause 405 | |||||
| 2Providing and applying tack coat with Bitumen (VG-10) using bitumen pressure distributor @ 0.30 kg/sqm on the prepared bituminous surfaces as per Technical Specification Clause 503. | |||||
| 3Providing laying and rolling of open-graded premix carpet of 20 mm thickness, composed of 13.2 mm to 5.6 mm aggregates and using Bitumen VG-10, to required line, grade and leval to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 508. | |||||
| 4Providing and laying seal coat type C, composed of as chipping of 6.7mm size passing 100% passing 9.5 mm sieve and retained on 2.36 mm sieve and VG-10 Bitumen, to seal the voids in a bitumenous surface, including its mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller, finished to required level, grades and cross fall, as per Technical Specification Clause 508. | |||||
| 5Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirment of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 For Patri | |||||
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BOQ_2104467.xls
BOQ • 0.28 MB
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