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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹9.9 CrAccepted-AOC | ₹9.9 Cr | l1 | Accepted-AOC ee |
| 2 | l2₹9.9 Cr+₹67,110.30 (0.07%)Rejected-Finance 12 | ₹9.9 Cr+₹67,110.30 (0.07%) | l2 | Rejected-Finance As per fo |
| 3 | l3₹10.6 Cr+₹65.7 L (6.61%)Rejected-Finance AGRA ROAD ETA | ETA | ETA | UTTAR PRADESH | ₹10.6 Cr+₹65.7 L (6.61%) | l3 | Rejected-Finance As per fo |
| 4 | l4₹12.0 Cr+₹2.1 Cr (20.9%)Rejected-Finance 46 NEELAM MARKET ETAH | ₹12.0 Cr+₹2.1 Cr (20.9%) | l4 | Rejected-Finance As per fo |
| 5 | l5₹12.5 Cr+₹2.6 Cr (25.8%)Rejected-Finance | ₹12.5 Cr+₹2.6 Cr (25.8%) | l5 | Rejected-Finance As per fo |
| Sl No | Description | Qty | Unit | M/S KUMAR INFRATECH L1 | M/S MANOJ SUPPLIERS L2 | RAM SANEHI AND SONS L3 | M/S T.S.JAINA CONSTRUCTION L5 | SHIV KANT INFRATECH PVT. LTD. L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal 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. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 21,627 | Cum | 25 ₹5,40,675 | 25 ₹5,40,675 | 20 ₹4,32,540 Lowest | 33 ₹7,13,691 | 30 ₹6,48,810 |
| 2.00 | Construction of Embankment with material obtained from borrowpits : 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. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 27,753.3 | Cum | 90 ₹24,97,797 | 50 ₹13,87,665 | 20 ₹5,55,066 Lowest | 80 ₹22,20,264 | 40 ₹11,10,132 |
| 3.00 | By Mix in Place Method Construction of granular sub-base by providing close graded Material, spreading in uniform Layes with moter grader on prepared surface, mixing by min place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 I/C cost of material, labour, T&P and all Taxes but Excluding GST | 7,695 | Cum | 2,550 ₹1,96,22,250 Lowest | 2,800 ₹2,15,46,000 | 3,000 ₹2,30,85,000 | 2,725 ₹2,09,68,875 | 3,100 ₹2,38,54,500 |
| 4.00 | WMM - Providing Laying Spreading and Compacting grade Stone aggregates of wet mixed macadem (In layers) specification including premixing the meterial with water at OMC Mechnical Mix Plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase / base course of well prepared surface and compacting with vibratry roller to achive the desired Compation. (MoRT&H Specification No. 406) I/C cost of material, labour, T&P and all Taxes but Excluding GST | 3,425 | Cum | 2,750 ₹94,18,750 Lowest | 2,800 ₹95,90,000 | 3,100 ₹1,06,17,500 | 3,000 ₹1,02,75,000 | 3,200 ₹1,09,60,000 |
| 5.00 | Prime Coat over WMM/WBM
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 kg/sqm using mechanical means. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 23,625 | Sqm | 14 ₹3,30,750 Lowest | 25 ₹5,90,625 | 25 ₹5,90,625 | 35 ₹8,26,875 | 28 ₹6,61,500 |
| 6.00 | Tack Coat Providing and applying Tack coat with bitumen VG-10 on prepared surface of granular base (primed surface) including cleaning of road surface and spraying Tack Coat @ 0.20 kg per sqm mechanical means. technical specification Clause 503. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 1,24,875 | Sqm | 8 ₹9,99,000 Lowest | 10 ₹12,48,750 | 10 ₹12,48,750 | 13 ₹16,23,375 | 10 ₹12,48,750 |
| 7.00 | Dense Graded Bituminous Macadam Grading ii Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per 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. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 3,712.5 | Cum | 7,350 ₹2,72,86,875 Lowest | 7,800 ₹2,89,57,500 | 8,100 ₹3,00,71,250 | 9,800 ₹3,63,82,500 | 9,300 ₹3,45,26,250 |
| 8.00 | Bituminous Concrete Providing and laying bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregrates of specified grading premixed with bituminous binder, @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade. level and alignment and rolling with smooth wheeled vibatory and tandem rollers to achive the desired compaction as per MOTRH specification Clause 509 complete in all respect I/C cost of material, labour, T&P and all Taxes but Excluding GST | 2,227.5 | Cum | 8,450 ₹1,88,22,375 Lowest | 8,500 ₹1,89,33,750 | 9,000 ₹2,00,47,500 | 12,000 ₹2,67,30,000 | 11,000 ₹2,45,02,500 |
| 9.00 | Construction of Earthen shoulders : Construction of earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slopes and compacted to meet requirement to Table 300-2. As per MoRT&H Specification. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 3,369.6 | Cum | 70 ₹2,35,872 | 50 ₹1,68,480 | 30 ₹1,01,088 Lowest | 80 ₹2,69,568 | 40 ₹1,34,784 |
| 10.00 | Supply and laying 22.4-53mm Stone bllast I/C cost of material, labour, T&P and all Taxes but Excluding GST | 148.74 | Cum | 2,550 ₹3,79,287 | 2,500 ₹3,71,850 Lowest | 3,000 ₹4,46,220 | 2,800 ₹4,16,472 | 3,000 ₹4,46,220 |
Tender Value
₹15.9 Cr
EMD Value
₹23.8 L
Closing Date
16 Mar 2026, 12:00 pmClosed
ee
ee
Widening and strengthening work of Jaithra Dariyavganj Road from chainage 0.000 to 13.500 in financial year 2025-26.
2026_CEALG_1123161_1
933-SE Dt 07-03-2026
Open Tender
Civil Works - Roads
Item Rate
360 days
Etah
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,854
Yes
₹23.8 L
Yes
31 Mar 2026
10 Mar 2026
16 Mar 2026
10 Mar 2026
16 Mar 2026
10 Mar 2026
10 Mar 2026 - 16 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal 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. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 21,627 | Cum | - | - |
| - | Construction of Embankment with material obtained from borrowpits : 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. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 27,753.3 | Cum | - | - |
| - | By Mix in Place Method Construction of granular sub-base by providing close graded Material, spreading in uniform Layes with moter grader on prepared surface, mixing by min place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 I/C cost of material, labour, T&P and all Taxes but Excluding GST | 7,695 | Cum | - | - |
| - | WMM - Providing Laying Spreading and Compacting grade Stone aggregates of wet mixed macadem (In layers) specification including premixing the meterial with water at OMC Mechnical Mix Plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase / base course of well prepared surface and compacting with vibratry roller to achive the desired Compation. (MoRT&H Specification No. 406) I/C cost of material, labour, T&P and all Taxes but Excluding GST | 3,425 | Cum | - | - |
| - | Prime Coat over WMM/WBM
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 kg/sqm using mechanical means. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 23,625 | Sqm | - | - |
| - | Tack Coat Providing and applying Tack coat with bitumen VG-10 on prepared surface of granular base (primed surface) including cleaning of road surface and spraying Tack Coat @ 0.20 kg per sqm mechanical means. technical specification Clause 503. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 1,24,875 | Sqm | - | - |
| - | Dense Graded Bituminous Macadam Grading ii Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per 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. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 3,712.5 | Cum | - | - |
| - | Bituminous Concrete Providing and laying bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregrates of specified grading premixed with bituminous binder, @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade. level and alignment and rolling with smooth wheeled vibatory and tandem rollers to achive the desired compaction as per MOTRH specification Clause 509 complete in all respect I/C cost of material, labour, T&P and all Taxes but Excluding GST | 2,227.5 | Cum | - | - |
| - | Construction of Earthen shoulders : Construction of earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slopes and compacted to meet requirement to Table 300-2. As per MoRT&H Specification. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 3,369.6 | Cum | - | - |
| - | Supply and laying 22.4-53mm Stone bllast I/C cost of material, labour, T&P and all Taxes but Excluding GST | 148.74 | Cum | - | - |
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