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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.9 CrAccepted-AOC | ₹4.9 Cr | 1 | Accepted-AOC 1st lowest |
| 2 | 2₹5.1 CrRejected-Finance | ₹5.1 Cr | 2 | Rejected-Finance 2nd lowest |
| 3 | 3₹5.3 CrRejected-Finance D 80 JANAKPURI SAHIBABAD DIST SHAZABAD | SONBHADRA | UTTAR PRADESH | 231207 | ₹5.3 Cr | 3 | Rejected-Finance 3rd lowest |
| 4 | 4₹5.4 CrRejected-Finance | ₹5.4 Cr | 4 | Rejected-Finance 4th lowest |
| Sl No | Description | Qty | Unit | Raja contractors & engineers L2 | M/S D.A.P.L ASSOCIATES L1 | Riddhi Infrastructure L4 | M/S Raman Singh Tomar L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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 Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. | 9,000 | Cum | 50 ₹4.5 L | 100 ₹9 L | 55 ₹5.0 L | 50 ₹4.5 L |
| 2.00 | Construction of Embankment with Material obtained from Borrowpits (Lead 3 Km.) :-Construction of embankment with approved material obtained from borrow pits with all lifts and leads with 3 Km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. | 2,500 | Cum | 300 ₹7.5 L | 180 ₹4.5 L | 150 ₹3.8 L | 100 ₹2.5 L |
| 3.00 | Construction of Subgrade and Earthen Shoulders 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. Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. | 1,500 | Cum | 50 ₹75,000 | 180 ₹2.7 L | 45 ₹67,500 | 50 ₹75,000 |
| 4.00 | Construction of embankment with approved material deposited at site form roadway cutting and excavation form drain and foundation of other structures graded and compacted to meet requirement to table 300-2. Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. | 9,000 | Cum | 50 ₹4.5 L | 50 ₹4.5 L | 150 ₹13.5 L | 75 ₹6.8 L |
| 5.00 | Construction of granular sub-base by providing well graded Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. | 3,900 | Cum | 2,650 ₹1.0 Cr | 2,600 ₹1.0 Cr | 2,500 ₹97.5 L | 2,800 ₹1.1 Cr |
| 6.00 | Wet Mix Macadam (Plant Mix Method)
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. Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. | 2,350 | Cum | 2,900 ₹68.2 L | 2,900 ₹68.2 L | 3,000 ₹70.5 L | 3,300 ₹77.5 L |
| 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. Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. | 15,000 | Sqm. | 30 ₹4.5 L | 30 ₹4.5 L | 25 ₹3.8 L | 20 ₹3 L |
| 8.00 | Dense Graded Bituminous Macadam Grading-1
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 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. Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. | 1,500 | Cum | 7,000 ₹1.1 Cr | 7,000 ₹1.1 Cr | 8,800 ₹1.3 Cr | 8,000 ₹1.2 Cr |
| 9.00 | Providing and applying tack coat with bitumen VG-10 grade bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. | 10,200 | Sqm. | 14 ₹1.4 L | 15.1 ₹1.5 L | 12 ₹1.2 L | 10 ₹1.0 L |
| 10.00 | Dense Graded Bituminous Macadam Grading-2
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) @ 4.50 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. Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. | 510 | Cum | 7,500 ₹38.3 L | 7,000 ₹35.7 L | 9,000 ₹45.9 L | 8,500 ₹43.4 L |
Tender Value
Refer Docs
EMD Value
₹14.3 L
Closing Date
27 Mar 2026, 12:00 pmClosed
SE, BSR-O, PWD, BULANDSHAHAR
SE, BSR-O, PWD, BULANDSHAHAR
Widening and Strengthening work on Muradnagar Rawali Surana Road in Ch. 0.000 to 5.000
2026_CEMRT_1128588_1
2459/96M-BSR CIRCLE/2025-26 Dated.- 25-02-2026
Open Tender
Civil Works - Roads
365 days
ghaziabad
Widening and Strengthening work on Muradnagar Rawali Surana Road in Ch. 0.000 to 5.000
2 documents required · 2 mandatory
₹2,714
₹14.3 L
Yes
SE, BSR-O, PWD, BULANDSHAHAR
17 May 2026
21 Mar 2026
27 Mar 2026
21 Mar 2026
27 Mar 2026
21 Mar 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation 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 Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. | |||||
| 2Construction of Embankment with Material obtained from Borrowpits (Lead 3 Km.) :-Construction of embankment with approved material obtained from borrow pits with all lifts and leads with 3 Km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. | |||||
| 3Construction of Subgrade and Earthen Shoulders 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. Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. | |||||
| 4Construction of embankment with approved material deposited at site form roadway cutting and excavation form drain and foundation of other structures graded and compacted to meet requirement to table 300-2. Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. | |||||
| 5Construction of granular sub-base by providing well graded Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. | |||||
| 6Wet Mix Macadam (Plant Mix Method) 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. Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. | |||||
| 7Providing 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. Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. | |||||
| 8Dense Graded Bituminous Macadam Grading-1 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 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. Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. | |||||
| 9Providing and applying tack coat with bitumen VG-10 grade bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. | |||||
| 10Dense Graded Bituminous Macadam Grading-2 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) @ 4.50 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. Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. | |||||
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