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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 CrAccepted-Finance | ₹14.8 Cr | L1 | Accepted-Finance a |
| 2 | L2₹14.8 CrRejected-Finance 288 B AZAAD NAGAR NAHAR ROAD NEAREST PNB RUSTAMPUR DISTRICT GORAKHPUR | GORAKHPUR | UTTAR PRADESH | 273001 | ₹14.8 Cr | L2 | Rejected-Finance a |
| 3 | L3₹15.3 CrRejected-Finance | ₹15.3 Cr | L3 | Rejected-Finance a |
| 4 | L4₹15.4 CrRejected-Finance KACHEHRI AMBEDAKARNAGAR CHAUK DISTRICT GORAKHPUR | ₹15.4 Cr | L4 | Rejected-Finance a |
| 5 | L5₹15.5 CrRejected-Finance | ₹15.5 Cr | L5 | Rejected-Finance a |
| Sl No | Description | Qty | Unit | RAJ CONSTRUCTION L7 | M/S SATYA PRAKASH SHUKLA | M/S SATYA PRAKASH SHUKLA L2 | M/S SUN CONSTRUCTION L3 | M/S GOVIND MADHAV L1 | M/s SHAMBHAVI DEVELOPERS L5 | R.K.TRADERS & CONSTRUCTION PRIVATE LIMITED L4 | M/S G S COATINGS L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in embankment in ordinary soil ( loam clay or sand) of apporach road mechnically compacted to 97% standared proctor density at omc including breaking of clods pulverising dressing the earth to required level and slopes and in layer not more than 20cm and compacted with power road roller in each layers.Earth shall be excavated from out side of apporoch slopes and pit not exceeding 50cm in depth including all leads and lifts of earth and charges of watering and hire and fuel charges of road roller, all labour T&P etc required for proper completion of work as per MORT&H specification clause No. 305 complete in all respects Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P. | 21,160 | Cum | 100 ₹21.2 L | 35 ₹7.4 L | 35 ₹7.4 L | 107.52 ₹22.8 L | 104.53 ₹22.1 L | 100 ₹21.2 L | 108 ₹22.9 L | 105 ₹22.2 L |
| 2.00 | 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 as per MORT&H specification clause No. 301 complete in all respects Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P. | 6,713.3 | Cum | 55 ₹3.7 L | 36 ₹2.4 L | 36 ₹2.4 L | 49.59 ₹3.3 L | 48.05 ₹3.2 L | 45 ₹3.0 L | 49 ₹3.3 L | 50 ₹3.4 L |
| 3.00 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with 3.5 metre blade motor grader on prepared surface, mixing by mix in place method with 1 cum capacity front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRTH clause 401 With Design Job Mix Approved By Competent Authority complete in all respects. Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P. | 6,713.3 | Cum | 3,900 ₹2.6 Cr | 3,500 ₹2.3 Cr | 3,500 ₹2.3 Cr | 3,520.13 ₹2.4 Cr | 3,422.58 ₹2.3 Cr | 3,900 ₹2.6 Cr | 3,540 ₹2.4 Cr | 3,650 ₹2.5 Cr |
| 4.00 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical 100 tonne mix plant carriage of mixed Material by 10 cum capacity 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.complete as per MoRTH clause 406 With Design Job Mix Approved By Competent Authority complete in all respects. Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P. | 8,258.84 | Cum | 4,100 ₹3.4 Cr | 3,900 ₹3.2 Cr | 3,900 ₹3.2 Cr | 3,881.91 ₹3.2 Cr | 3,768.21 ₹3.1 Cr | 3,950 ₹3.3 Cr | 3,910 ₹3.2 Cr | 4,025 ₹3.3 Cr |
| 5.00 | 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. as per MoRTH specification clause No. 502 complete in all respects. Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P. | 59,867.5 | Sqm. | 35 ₹21.0 L | 30 ₹18.0 L | 30 ₹18.0 L | 36.66 ₹21.9 L | 35.41 ₹21.2 L | 25 ₹15.0 L | 36 ₹21.6 L | 30 ₹18.0 L |
| 6.00 | Providing and laying Dense Graded Bituminous Macadam(Gr.2) thickness 65 mm with higher capacity batch type 120 HMP using crushed aggregates of specified grading, premixed with bituminous VG-30 binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic 174 HP 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. With Design Job Mix Approved By Competent Authority complete in all respects. Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P. | 3,891.39 | Cum | 12,500 ₹4.9 Cr | 11,200 ₹4.4 Cr | 11,200 ₹4.4 Cr | 11,279.06 ₹4.4 Cr | 10,959 ₹4.3 Cr | 12,300 ₹4.8 Cr | 11,361 ₹4.4 Cr | 12,500 ₹4.9 Cr |
| 7.00 | Providing and applying tack coat with bitumen VG-10 usung bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as per MoRTH specification clause No. 503 complete in all respects. Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P. | 59,867.5 | Sqm. | 12 ₹7.2 L | 8 ₹4.8 L | 8 ₹4.8 L | 13.13 ₹7.9 L | 11.8 ₹7.1 L | 9 ₹5.4 L | 12 ₹7.2 L | 10 ₹6.0 L |
| 8.00 | Providing and laying bituminous concrete (Gr-2) thickness 30 mm with higher capacity batch type hot mix plant capacity 120 HMP using crushed aggregates of specified grading, premixed with bituminous VG-30 binder @ 5.4 percent of 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 smooth wheeled, vibratory with and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respects With Design Job Mix Approved By Competent Authority complete in all respects. Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P. | 1,796.03 | Cum | 13,600 ₹2.4 Cr | 12,200 ₹2.2 Cr | 12,200 ₹2.2 Cr | 12,262.36 ₹2.2 Cr | 11,886.3 ₹2.1 Cr | 13,000 ₹2.3 Cr | 12,352 ₹2.2 Cr | 13,600 ₹2.4 Cr |
| 9.00 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement M35 (Grade) thickness 220 mm over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed of 125 micron thick plastic sheet form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel as bar, tie rod, admixtures approved, curing compound, finishing to lines and grades with porper water curing of PQC as per MORT&H specification clause No. 602 complete in all respects With Design Job Mix Approved By Competent Authority complete in all respects. Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P. | 1,453.05 | Cum | 10,000 ₹1.5 Cr | 8,800 ₹1.3 Cr | 8,800 ₹1.3 Cr | 9,099.27 ₹1.3 Cr | 8,430 ₹1.2 Cr | 8,400 ₹1.2 Cr | 9,163 ₹1.3 Cr | 9,753 ₹1.4 Cr |
| 10.00 | Earth work in cutting or filling in pattri in ordinary soil (Loam, Clay or Sand) excavation to be in the form of pit not exceeding 50cm in depth and embankment to be 20cm layers including the spreading grading to required levels slopes and compacted to 97% standared proctor density at omc meet requirement of table 300.2 and also including 1.50 m lift and 30.0m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30.0 mtr distance as per MORT&H specification clause No. 305 complete in all respects Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P. | 9,243 | Cum | 110 ₹10.2 L | 38 ₹3.5 L | 38 ₹3.5 L | 107.52 ₹9.9 L | 104.53 ₹9.7 L | 70 ₹6.5 L | 108 ₹10.0 L | 91 ₹8.4 L |
Tender Value
₹18.6 Cr
EMD Value
₹30 L
Closing Date
25 Mar 2026, 1:30 pmClosed
O/F SUPRINTENDING ENGINEER BASTI CIRCLE PWD BASTI
O/F SUPRINTENDING ENGINEER BASTI CIRCLE PWD BASTI
WIDENING AND STRENTHNING OF RAMJANAKI ROAD TO DIHWA BAZAAR TO GHORANG PRACHEN KALE MANDIR PARASAHAR SEMRAUNA VIA BENGALI BABA KUTI TO SIRSI ROAD
2026_CEUBZ_1127932_1
1059/4E-NIVIDA-BASTI CIRCLE/25-26 DATED-17-02-2026
Open Tender
Civil Works - Roads
365 days
BASTI
As Per SBD
2 documents required · 2 mandatory
₹6,254
Yes
₹30 L
Yes
O/F SUPRINTENDING ENGINEER BASTI CIRCLE PWD BASTI
4 Jun 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Earth work in embankment in ordinary soil ( loam clay or sand) of apporach road mechnically compacted to 97% standared proctor density at omc including breaking of clods pulverising dressing the earth to required level and slopes and in layer not more than 20cm and compacted with power road roller in each layers.Earth shall be excavated from out side of apporoch slopes and pit not exceeding 50cm in depth including all leads and lifts of earth and charges of watering and hire and fuel charges of road roller, all labour T&P etc required for proper completion of work as per MORT&H specification clause No. 305 complete in all respects Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P. | - | Cum | - | - | |
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 as per MORT&H specification clause No. 301 complete in all respects Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P. | - | Cum | - | - | |
Construction of granular sub-base by providing close graded material, spreading in uniform layers with 3.5 metre blade motor grader on prepared surface, mixing by mix in place method with 1 cum capacity front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRTH clause 401 With Design Job Mix Approved By Competent Authority complete in all respects. Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P. | - | Cum | - | - | |
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical 100 tonne mix plant carriage of mixed Material by 10 cum capacity 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.complete as per MoRTH clause 406 With Design Job Mix Approved By Competent Authority complete in all respects. Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P. | - | Cum | - | - | |
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. as per MoRTH specification clause No. 502 complete in all respects. Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P. | - | Sqm. | - | - | |
Providing and laying Dense Graded Bituminous Macadam(Gr.2) thickness 65 mm with higher capacity batch type 120 HMP using crushed aggregates of specified grading, premixed with bituminous VG-30 binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic 174 HP 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. With Design Job Mix Approved By Competent Authority complete in all respects. Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P. | - | Cum | - | - | |
Providing and applying tack coat with bitumen VG-10 usung bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as per MoRTH specification clause No. 503 complete in all respects. Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P. | - | Sqm. | - | - | |
Providing and laying bituminous concrete (Gr-2) thickness 30 mm with higher capacity batch type hot mix plant capacity 120 HMP using crushed aggregates of specified grading, premixed with bituminous VG-30 binder @ 5.4 percent of 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 smooth wheeled, vibratory with and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respects With Design Job Mix Approved By Competent Authority complete in all respects. Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P. | - | Cum | - | - | |
Construction of un-reinforced, dowel jointed, plain cement concrete pavement M35 (Grade) thickness 220 mm over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed of 125 micron thick plastic sheet form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel as bar, tie rod, admixtures approved, curing compound, finishing to lines and grades with porper water curing of PQC as per MORT&H specification clause No. 602 complete in all respects With Design Job Mix Approved By Competent Authority complete in all respects. Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P. | - | Cum | - | - | |
Earth work in cutting or filling in pattri in ordinary soil (Loam, Clay or Sand) excavation to be in the form of pit not exceeding 50cm in depth and embankment to be 20cm layers including the spreading grading to required levels slopes and compacted to 97% standared proctor density at omc meet requirement of table 300.2 and also including 1.50 m lift and 30.0m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30.0 mtr distance as per MORT&H specification clause No. 305 complete in all respects Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P. | - | Cum | - | - |
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