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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.3 CrAccepted-AOC 12 10 LOHIYA MARG DISTT PRAYAGRAJ U P | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹18.3 Cr Quoted ₹19.2 Cr | L1 | Accepted-AOC BOND |
| 2 | L2₹22.2 CrRejected-Finance DISTRICT PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | ₹22.2 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹22.5 CrRejected-Finance 276 89 19 MYOUR ROAD PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | ₹22.5 Cr | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Bansal Highway Infratech Pvt Ltd L1 | NBTC INFRACON LLP L3 | APS AND COMPANY PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation for road work in soil with hydraulic excavator 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 1000m as per morth Ref. no. 301 including Labour Cess but excluding GST. | 9,000 | Cum | 50 ₹4.5 L | 70 ₹6.3 L | 68 ₹6.1 L |
| 2.00 | Construction of embankment with approved material obtained from right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of . Sl. no. 3.16 Ref. no. 305 including Labour cess but excluding GST. | 16,300 | Cum | 90 ₹14.7 L | 145 ₹23.6 L | 142 ₹23.1 L |
| 3.00 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. Sl. no. 3.17 Ref. no. 305 Campaction only including Labour cess but excluding GST. | 9,000 | Cum | 70 ₹6.3 L | 80 ₹7.2 L | 78 ₹7.0 L |
| 4.00 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. including Labour cess but excluding GST. | 29,500 | Cum | 100 ₹29.5 L | 150 ₹44.3 L | 148 ₹43.7 L |
| 5.00 | Scarifying the existing bituminous road surface to a depth of 20 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. As per Morth Ref. n0. 305.4.3 including Labour cess but excluding GST. | 20,500 | Sqm | 1.5 ₹30,750 | 2.5 ₹51,250 | 2.5 ₹51,250 |
| 6.00 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Morth Ref. no. 401 including Labour Cess and Royalty but excluding GST. | 6,540 | Cum | 2,650 ₹1.7 Cr | 3,500 ₹2.3 Cr | 3,450 ₹2.3 Cr |
| 7.00 | 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per Morth Ref. no.406 B including Labour Cess and Royalty but excluding GST. | 9,500 | Cum | 4,000 ₹3.8 Cr | 5,000 ₹4.8 Cr | 4,850 ₹4.6 Cr |
| 8.00 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical meansas per Morth Ref. no.502 A including Labour Cess and Royalty but excluding GST. | 64,300 | Sqm | 38 ₹24.4 L | 45 ₹28.9 L | 44 ₹28.3 L |
| 9.00 | Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 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 compactionas per Morth Ref. no.505 B complete in all respects. including Labour Cess and Royalty but excluding GST. | 4,500 | Cum | 10,710 ₹4.8 Cr | 11,900 ₹5.4 Cr | 11,750 ₹5.3 Cr |
| 10.00 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared granular surface cleaned with mechanical broom. as per Morth Ref. no.503 I including Labour cess and Royalty but excluding GST. | 64,300 | Sqm | 11 ₹7.1 L | 12.8 ₹8.2 L | 12.5 ₹8.0 L |
Tender Value
₹21.9 Cr
EMD Value
₹32.8 L
Closing Date
24 Mar 2026, 12:00 pmClosed
Superintending Engineer
Pratapgarh Circle, PWD, Pratapgarh
Widening and strengthening of the Pariyawan-Lawana Road (Major District Road) from Chainage 0.000 to 15.300 in District Pratapgarh
2026_CEALD_1127227_4
426/93C-ETENDERING/PFC/2026 DT. 24.01.2026
Open Tender
Civil Works
365 days
PRATAPGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹32.8 L
Pratapgarh Circle, PWD, Pratapgarh
12 May 2026
19 Mar 2026
24 Mar 2026
19 Mar 2026
24 Mar 2026
19 Mar 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation for road work in soil with hydraulic excavator 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 1000m as per morth Ref. no. 301 including Labour Cess but excluding GST. | |||||
| 2Construction of embankment with approved material obtained from right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of . Sl. no. 3.16 Ref. no. 305 including Labour cess but excluding GST. | |||||
| 3Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. Sl. no. 3.17 Ref. no. 305 Campaction only including Labour cess but excluding GST. | |||||
| 4Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. including Labour cess but excluding GST. | |||||
| 5Scarifying the existing bituminous road surface to a depth of 20 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. As per Morth Ref. n0. 305.4.3 including Labour cess but excluding GST. | |||||
| 6Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Morth Ref. no. 401 including Labour Cess and Royalty but excluding GST. | |||||
| 7Providing, 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per Morth Ref. no.406 B including Labour Cess and Royalty but excluding GST. | |||||
| 8Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical meansas per Morth Ref. no.502 A including Labour Cess and Royalty but excluding GST. | |||||
| 9Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 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 compactionas per Morth Ref. no.505 B complete in all respects. including Labour Cess and Royalty but excluding GST. | |||||
| 10Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared granular surface cleaned with mechanical broom. as per Morth Ref. no.503 I including Labour cess and Royalty but excluding GST. | |||||
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