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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 CrAccepted-AOC 129 5 MALVIYA ROAD GEORGE TOWN PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | ₹9.3 Cr | L1 | Accepted-AOC detail attached |
| 2 | L2₹11.3 Cr+₹2.0 Cr (21.0%)Rejected-Finance | ₹11.3 Cr+₹2.0 Cr (21.0%) | L2 | Rejected-Finance L2 |
| 3 | L3₹11.3 Cr+₹2.0 Cr (21.0%)Rejected-Finance ADD 5 SARDAR PATEL MARG CIVIL LINES PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | ₹11.3 Cr+₹2.0 Cr (21.0%) | L3 | Rejected-Finance L3 |
| 4 | L4₹11.3 Cr+₹2.0 Cr (21.6%)Rejected-Finance | ₹11.3 Cr+₹2.0 Cr (21.6%) | L4 | Rejected-Finance L4 |
| 5 | L5₹11.4 Cr+₹2.1 Cr (22.8%)Rejected-Finance | ₹11.4 Cr+₹2.1 Cr (22.8%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/S MATGAJENDRANATH CONSTRUCTION L5 | JAI PRAKASH PANDEY L4 | M/s S.S. ASSOCIATES L1 | M/S ADITYA ENTERPRISES L3 | SUNIL CONSTRUCTION L6 | M/s S Kumar Enterprises L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Construction of embankment/Earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.-The Compacted thickness each layer shall not be more than 250 mm | 10,000 | cum | 109.45 ₹10,94,500 | 108.35 ₹10,83,500 | 30 ₹3,00,000 | 110 ₹11,00,000 | 120 ₹12,00,000 | 7.5 ₹75,000 Lowest |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Cartage 2.00 Km. lead) The Compacted thickness each layer shall not be more than 250 mm | 30,000 | cum | 248.75 ₹74,62,500 | 246.25 ₹73,87,500 | 30 ₹9,00,000 Lowest | 150 ₹45,00,000 | 265 ₹79,50,000 | 180 ₹54,00,000 |
| 3.00 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 30 m | 3,235.5 | cum | 54.73 ₹1,77,078.92 | 54.18 ₹1,75,299.39 | 30 ₹97,065 Lowest | 55 ₹1,77,952.5 | 58 ₹1,87,659 | 135 ₹4,36,792.5 |
| 4.00 | Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. | 6,300 | cum | 3.74 ₹23,562 | 3.7 ₹23,310 | 5 ₹31,500 | 3.76 ₹23,688 | 3.25 ₹20,475 Lowest | 1,250 ₹78,75,000 |
| 5.00 | Construction of granular sub-base by providing coarse graded material, grade-1 spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. | 3,235.5 | cum | 3,482.5 ₹1,12,67,628.75 | 3,447.5 ₹1,11,54,386.25 | 2,800 ₹90,59,400 | 2,800 ₹90,59,400 | 3,325 ₹1,07,58,037.5 | 1,200 ₹38,82,600 Lowest |
| 6.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 10,281.5 | cum | 3,582 ₹3,68,28,333 | 3,546 ₹3,64,58,199 | 2,900 ₹2,98,16,350 | 3,000 ₹3,08,44,500 | 3,580 ₹3,68,07,770 | 2,310 ₹2,37,50,265 Lowest |
| 7.00 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. | 38,500 | Sqm | 39.8 ₹15,32,300 | 39.4 ₹15,16,900 | 36 ₹13,86,000 | 40 ₹15,40,000 | 40 ₹15,40,000 | 31.5 ₹12,12,750 Lowest |
| 8.00 | Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.Gr.-1 | 3,850 | cum | 9,950 ₹3,83,07,500 | 9,850 ₹3,79,22,500 | 9,500 ₹3,65,75,000 Lowest | 12,000 ₹4,62,00,000 | 10,200 ₹3,92,70,000 | 10,000 ₹3,85,00,000 |
| 9.00 | Tack Coat (Over D.B.M. Surface)
Providing and applying tack coat with bitumen VG10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | 38,500 | sqm | 10.95 ₹4,21,575 | 10.84 ₹4,17,340 | 11 ₹4,23,500 | 11 ₹4,23,500 | 10 ₹3,85,000 Lowest | 13.7 ₹5,27,450 |
| 10.00 | Providing and laying bituminous concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binderVG30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects | 1,155 | cum | 11,940 ₹1,37,90,700 | 11,820 ₹1,36,52,100 | 11,500 ₹1,32,82,500 Lowest | 13,295.95 ₹1,53,56,822.25 | 12,250 ₹1,41,48,750 | 11,520 ₹1,33,05,600 |
Tender Value
₹13.2 Cr
EMD Value
₹26.5 L
Closing Date
28 May 2026, 12:00 pmClosed
Superintending Engineer
Pratapgarh Circle, PWD, Pratapgarh
Widening and Strengthening of Gazipur Vijaipur marg ke Km-26 to Itaraura Thuriyani Bhasraul Kishunpur marg ke Ch. 11.000 to 18.000 ( Length 7.00 Km) Ka Karya
2026_CEALD_1151117_1
1704/95C-ETENDERING/PFC/2026 DT. 04.04.2026
Open Tender
Civil Works
Item Rate
365 days
Fatehpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹26.5 L
Pratapgarh Circle, PWD, Pratapgarh
1 Sept 2026
20 May 2026
28 May 2026
20 May 2026
28 May 2026
20 May 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of embankment/Earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.-The Compacted thickness each layer shall not be more than 250 mm | 10,000 | cum | 100 | ₹10,00,000 |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Cartage 2.00 Km. lead) The Compacted thickness each layer shall not be more than 250 mm | 30,000 | cum | 100 | ₹30,00,000 |
| 3 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 30 m | 3,235.5 | cum | 10 | ₹32,355 |
| 4 | Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. | 6,300 | cum | 10 | ₹63,000 |
| 5 | Construction of granular sub-base by providing coarse graded material, grade-1 spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. | 3,235.5 | cum | 10 | ₹32,355 |
| 6 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 10,281.5 | cum | 10 | ₹1,02,815 |
| 7 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. | 38,500 | Sqm | 10 | ₹3,85,000 |
| 8 | Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.Gr.-1 | 3,850 | cum | 10 | ₹38,500 |
| 9 | Tack Coat (Over D.B.M. Surface)
Providing and applying tack coat with bitumen VG10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | 38,500 | sqm | 10 | ₹3,85,000 |
| 10 | Providing and laying bituminous concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binderVG30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects | 1,155 | cum | 10 | ₹11,550 |
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