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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.9 CrAccepted-Finance | ₹14.9 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹15.3 CrRejected-Finance | ₹15.3 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹15.4 CrRejected-Finance | ₹15.4 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹16.3 CrRejected-Finance | ₹16.3 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹16.4 CrRejected-Finance | ₹16.4 Cr | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | P P P ANDEY INFRASTRUCTURE PRIVATE LIMITED L5 | M/s Prakash Construction L1 | MAGNIFIQUE INFRASOLUTIONS PVT LTD L2 | Bansal Highway Infratech Pvt Ltd L7 | J.P.ENTERPRISES L6 | JASORIA BUILDERS L4 | APS AND COMPANY PRIVATE LIMITED L8 | M P SINGH TOMAR L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 4,488 | Cum | 60 ₹2.7 L | 45 ₹2.0 L | 20 ₹89,760 | 51 ₹2.3 L | 60 ₹2.7 L | 50 ₹2.2 L | 60.25 ₹2.7 L | 30 ₹1.3 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 . Table 300.2 MORTH Ref. no.305 the compaction thickness of each layer shall not be more than 250 mm including Labour cess but excluding GST. | 20,952 | Cum | 100 ₹21.0 L | 100 ₹21.0 L | 50 ₹10.5 L | 110 ₹23.0 L | 125 ₹26.2 L | 80 ₹16.8 L | 128.06 ₹26.8 L | 30 ₹6.3 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. | 4,488 | Cum | 60 ₹2.7 L | 60 ₹2.7 L | 20 ₹89,760 | 51 ₹2.3 L | 65 ₹2.9 L | 50 ₹2.2 L | 68.14 ₹3.1 L | 30 ₹1.3 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. thickness of each layer shall not be more than 250 mm including Labour cess but excluding GST. | 13,528.08 | Cum | 95 ₹12.9 L | 120 ₹16.2 L | 50 ₹6.8 L | 110 ₹14.9 L | 125 ₹16.9 L | 80 ₹10.8 L | 129.49 ₹17.5 L | 30 ₹4.1 L |
| 5.00 | 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. | 4,613.8 | Cum | 3,100 ₹1.4 Cr | 2,900 ₹1.3 Cr | 2,950 ₹1.4 Cr | 2,850 ₹1.3 Cr | 3,130 ₹1.4 Cr | 3,100 ₹1.4 Cr | 3,137.86 ₹1.4 Cr | 3,500 ₹1.6 Cr |
| 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 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. | 11,064.15 | Cum | 4,150 ₹4.6 Cr | 3,900 ₹4.3 Cr | 3,800 ₹4.2 Cr | 3,850 ₹4.3 Cr | 4,200 ₹4.6 Cr | 4,125 ₹4.6 Cr | 4,198.6 ₹4.6 Cr | 4,000 ₹4.4 Cr |
| 7.00 | 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. | 33,975 | Sqm | 42 ₹14.3 L | 40 ₹13.6 L | 42 ₹14.3 L | 55 ₹18.7 L | 40 ₹13.6 L | 43.5 ₹14.8 L | 42.64 ₹14.5 L | 43.67 ₹14.8 L |
| 8.00 | 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. | 2,038.5 | Cum | 12,475 ₹2.5 Cr | 10,500 ₹2.1 Cr | 11,200 ₹2.3 Cr | 15,410 ₹3.1 Cr | 11,300 ₹2.3 Cr | 12,800 ₹2.6 Cr | 15,700 ₹3.2 Cr | 12,609 ₹2.6 Cr |
| 9.00 | 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. | 33,975 | Sqm | 14.5 ₹4.9 L | 10 ₹3.4 L | 12 ₹4.1 L | 15.1 ₹5.1 L | 12.1 ₹4.1 L | 12.25 ₹4.2 L | 16 ₹5.4 L | 12.15 ₹4.1 L |
| 10.00 | Providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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 Ref. no.507 B complete in all respects including Labour cess and Royalty but excluding GST. | 1,019.25 | Cum | 13,800 ₹1.4 Cr | 11,500 ₹1.2 Cr | 12,650 ₹1.3 Cr | 16,710 ₹1.7 Cr | 12,700 ₹1.3 Cr | 14,250 ₹1.5 Cr | 17,200 ₹1.8 Cr | 13,500 ₹1.4 Cr |
Tender Value
₹16.9 Cr
EMD Value
₹30 L
Closing Date
20 Apr 2026, 12:00 pmClosed
Superintending Engineer
Pratapgarh Circle, PWD, Pratapgarh
Widening and strengthening of the Mangapur-Revli Road (M. D.R.) from Km 0.000 to 8.000 in District Pratapgarh(2)
2026_CEALD_1127227_2
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
₹30 L
Pratapgarh Circle, PWD, Pratapgarh
27 Apr 2026
15 Apr 2026
20 Apr 2026
15 Apr 2026
20 Apr 2026
15 Apr 2026
18 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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. | - | Cum | - | - | itemH1Code1 |
| 2 | 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 . Table 300.2 MORTH Ref. no.305 the compaction thickness of each layer shall not be more than 250 mm including Labour cess but excluding GST. | - | Cum | - | - | itemH1Code2 |
| 3 | 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. | - | Cum | - | - | itemH1Code3 |
| 4 | 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. thickness of each layer shall not be more than 250 mm including Labour cess but excluding GST. | 1 | Cum | - | - | itemH1Code4 |
| 5 | 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. | - | Cum | - | - | itemH1Code5 |
| 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 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. | 1 | Cum | - | - | itemH1Code6 |
| 7 | 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. | - | Sqm | - | - | itemH1Code7 |
| 8 | 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. | - | Cum | - | - | itemH1Code8 |
| 9 | 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. | - | Sqm | - | - | itemH1Code9 |
| 10 | Providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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 Ref. no.507 B complete in all respects including Labour cess and Royalty but excluding GST. | - | Cum | - | - | itemH1Code10 |
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