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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-AOC | ₹2.9 Cr Quoted ₹3.1 Cr | L1 | Accepted-AOC bond |
| 2 | L2₹3.1 CrSame as L1Rejected-Finance CHHIBAIYA JHUNSI PRAYAGRAJ | JHUNSI | PRAYAGRAJ | UTTAR PRADESH | ₹3.1 CrSame as L1 | L2 | Rejected-Finance As per lottery |
| 3 | l3₹3.3 Cr+₹18.2 L (5.89%)Rejected-Finance 129 5 MALVIYA ROAD GEORGE TOWN PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | ₹3.3 Cr+₹18.2 L (5.89%) | l3 | Rejected-Finance L3 |
| 4 | L4₹3.6 Cr+₹49.0 L (15.9%)Rejected-Finance | ₹3.6 Cr+₹49.0 L (15.9%) | L4 | Rejected-Finance L4 |
| 5 | L5₹3.6 Cr+₹52.6 L (17.1%)Rejected-Finance | ₹3.6 Cr+₹52.6 L (17.1%) | L5 | Rejected-Finance L5 |
Tender Value
₹4.0 Cr
EMD Value
₹22.2 L
Closing Date
28 May 2026, 12:00 pmClosed
Superintending Engineer
Pratapgarh Circle, PWD, Pratapgarh
New Construction of Janpad Fatehpur me Kishanpur Nagar Panchayat to Pahadpur Gram tak (With Five year Maintenance as per attached SOP) -3
2026_CEALD_1150846_3
1705/95C-ETENDERING/PFC/2026 DT. 04.04.2026
Open Tender
Civil Works
Fixed-rate
365 days
Fatehpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹22.2 L
Pratapgarh Circle, PWD, Pratapgarh
23 Jul 2026
20 May 2026
28 May 2026
20 May 2026
28 May 2026
20 May 2026
26 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 |
|---|---|---|---|---|---|
| 1 | Construction of Embankment with Material obtained from Borrow pits with a lift upto 1.5 m transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 & 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (Including labour cess but Excluding GST) The Compacted thickness each layer shall not be more than 200 mm | 25,800 | Cum | 90 | ₹23,22,000 |
| 2 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Including labour cess, Royalty but Excluding GST) | 2,220 | Cum | 2,850 | ₹63,27,000 |
| 3 | Providing, laying, spreading and compacting stone aggregates of 63 to 45 mm to water bound macadam specification including 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 density Grading 2 as per MORD Specification Clause 405. (Including labour cess, Royalty but Excluding GST) | 1,230 | Cum | 3,400 | ₹41,82,000 |
| 4 | Providing, laying, spreading and compacting stone aggregates of 53 to 22.4 mm to water bound macadam specification including 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 density Grading 3 as per MORD Specification Clause 405. (Including labour cess, Royalty but Excluding GST) | 1,230 | Cum | 3,520 | ₹43,29,600 |
| 5 | Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using manual means. Clause 502 (Including labour cess, but Excluding GST) | 16,500 | Sqm | 37 | ₹6,10,500 |
| 6 | Providing and applying tack coat with Bitumen VG10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (Including labour cess, but Excluding GST) | 16,500 | Sqm | 15 | ₹2,47,500 |
| 7 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using bitumenVG10 to required line, grade and level 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 capacity, finished to required level and grades to be followed by seal coat Type C as per Technical Specification Clause 508. (Including labour cess, but Excluding GST) | 16,500 | Sqm | 180 | ₹29,70,000 |
| 8 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 (Including labour cess, but Excluding GST) | 16,500 | Sqm | 65 | ₹10,72,500 |
| 9 | Brick edging on both sides of the road of first brick class M--150 8 cm wide and 12 cm deep laid with mud mortar including labour & supply of brick finished to required template and in proper alignment and also including dressing & ramming the excavated earth as directed by the engineer in charge of the work Including material, labour and T&P etc proper completion of the work (Including labour cess, but Excluding GST) | 4.4 | Km | 72,000 | ₹3,16,800 |
| 10 | 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 with lift upto 1.50 m & lead upto 30 m as per Technical Specification Clause 303.1. (Including labour cess but Excluding GST) The Compacted thickness each layer shall not be more than 200 mm | 5,000 | Cum | 80 | ₹4,00,000 |
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