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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.1 CrAccepted-AOC 00 KHRAUTI RAMPUR BASTI BASTI UTTAR PRADESH 272124 | BASTI | UTTAR PRADESH | 272124 | ₹37.1 Cr Quoted ₹42.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹44.1 Cr+₹1.8 Cr (4.16%)Rejected-Finance | ₹44.1 Cr+₹1.8 Cr (4.16%) | L2 | Rejected-Finance 2ND BIDDER LOWEST |
| 3 | L3₹44.4 Cr+₹2.0 Cr (4.72%)Rejected-Finance 2 560 GOMTI NAGAR VIRAM KHAND LUCKNOW | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226010 | ₹44.4 Cr+₹2.0 Cr (4.72%) | L3 | Rejected-Finance 3RD BIDDER LOWEST |
| Sl No | Description | Qty | Unit | ABHISHEK ENTERPRISES L1 | AMBE INFRAPROJECTS PRIVATE LIMITED L3 | M/S. R.R. Enterprises L2 |
|---|---|---|---|---|---|---|
| 1.00 | 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.(Without Catrage) | 18,361 | Cum | 100 ₹18,36,100 Lowest | 121 ₹22,21,681 | 120 ₹22,03,320 |
| 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.(With Catrage) | 29,613 | Cum | 132 ₹39,08,916 Lowest | 205 ₹60,70,665 | 170 ₹50,34,210 |
| 3.00 | Construction of Embankment with Material Deposited from Roadway Cutting. 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. Soil Available from Excavation(trench) | 22,049 | Cum | 50 ₹11,02,450 Lowest | 70 ₹15,43,430 | 80 ₹17,63,920 |
| 4.00 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork 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) | 22,049 | Cum | 50 ₹11,02,450 Lowest | 60 ₹13,22,940 | 60 ₹13,22,940 |
| 5.00 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Dismantling Brick / Tile work | 377 | Cum | 250 ₹94,250 Lowest | 260 ₹98,020 | 270 ₹1,01,790 |
| 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 clause 401.(By Mix in Place Method) | 12,672 | Cum | 3,450 ₹4,37,18,400 | 3,440 ₹4,35,91,680 Lowest | 3,500 ₹4,43,52,000 |
| 7.00 | Wet Mix Macadam laying Using Mechanical Paver (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.) | 5,068 | Cum | 3,800 ₹1,92,58,400 | 3,800 ₹1,92,58,400 | 3,750 ₹1,90,05,000 Lowest |
| 8.00 | Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. | 46,080 | Cum | 38 ₹17,51,040 Lowest | 40 ₹18,43,200 | 40 ₹18,43,200 |
| 9.00 | Dense Graded Bituminous Macadam- (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.0-4.5per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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.)
DBM Gr-I With VG 30 | 3,916 | Cum | 9,730 ₹3,81,02,680 Lowest | 10,150 ₹3,97,47,400 | 10,200 ₹3,99,43,200 |
| 10.00 | Dense Graded Bituminous Macadam- (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4.0-4.5per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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.)
DBM Gr-I With VG 40 | 11,677 | Cum | 10,000 ₹11,67,70,000 Lowest | 10,500 ₹12,26,08,500 | 10,600 ₹12,37,76,200 |
Tender Value
₹43.3 Cr
EMD Value
₹50 L
Closing Date
16 Jan 2026, 12:00 pmClosed
Superintending Engineer
ETAWAH CIRCLE PWD ETAWAH
Widening and Strengthening
2026_CEKNP_1103772_1
6289/55C-EV/2025 DATE 19-12-2025
Open Tender
Civil Works - Roads
Lump-sum
450 days
AURAIYA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹50 L
Yes
ETAWAH
11 May 2026
3 Jan 2026
16 Jan 2026
3 Jan 2026
16 Jan 2026
3 Jan 2026
12 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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.(Without Catrage) | - | Cum | 121 | - |
| 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.(With Catrage) | - | Cum | 202 | - |
| 3 | Construction of Embankment with Material Deposited from Roadway Cutting. 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. Soil Available from Excavation(trench) | - | Cum | 65 | - |
| 4 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork 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) | - | Cum | 56 | - |
| 5 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Dismantling Brick / Tile work | - | Cum | 254 | - |
| 6 | 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 clause 401.(By Mix in Place Method) | - | Cum | 3,435 | - |
| 7 | Wet Mix Macadam laying Using Mechanical Paver (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.) | - | Cum | 3,776 | - |
| 8 | Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. | - | Cum | 38 | - |
| 9 | Dense Graded Bituminous Macadam- (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.0-4.5per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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.)
DBM Gr-I With VG 30 | - | Cum | 9,721 | - |
| 10 | Dense Graded Bituminous Macadam- (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4.0-4.5per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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.)
DBM Gr-I With VG 40 | - | Cum | 10,013 | - |
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