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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 CrAccepted-Finance KACHEHRI AMBEDAKARNAGAR CHAUK DISTRICT GORAKHPUR | ₹15.0 Cr | L1 | Accepted-Finance RBCM |
| 2 | L2₹15.5 CrRejected-Finance | ₹15.5 Cr | L2 | Rejected-Finance RBCM |
| 3 | L3₹16.0 CrRejected-Finance | ₹16.0 Cr | L3 | Rejected-Finance RBCM |
| 4 | Rejected-Technical R O TILAKHURA TO JHALALBURUA LINK ROAD | - | - | Rejected-Technical RBCM |
| 5 | Rejected-Technical | - | - | Rejected-Technical RBCM |
| Sl No | Description | Qty | Unit | M/S AGRAWAL ASSOCIATE L2 | A K ENGINEERING WORKS L3 | R.K.TRADERS & CONSTRUCTION PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in embankment/Patri 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 aspects Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 34,332 | Cum | 119 ₹40.9 L | 130 ₹44.6 L | 100 ₹34.3 L |
| 2.00 | 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 aspects Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. (Carted Earth work in Abadi Portion upto 2km) | 2,140.5 | Cum | 220 ₹4.7 L | 250 ₹5.4 L | 200 ₹4.3 L |
| 3.00 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. MORT&H specification clause No. 305.4.3 complete in all aspects Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 27,037.5 | Sqm. | 6 ₹1.6 L | 8 ₹2.2 L | 5 ₹1.4 L |
| 4.00 | 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 aspects Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 6,756.8 | Cum | 60 ₹4.1 L | 65 ₹4.4 L | 50 ₹3.4 L |
| 5.00 | Construction of granular sub-base (Grade-1) 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 aspects. Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 4,645.3 | Cum | 4,400 ₹2.0 Cr | 4,300 ₹2.0 Cr | 4,300 ₹2.0 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 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 aspects. Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 6,272.5 | Cum | 4,970 ₹3.1 Cr | 5,000 ₹3.1 Cr | 4,900 ₹3.1 Cr |
| 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. as per MoRTH specification clause No. 502 complete in all aspects. Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 52,078 | Sqm. | 48 ₹25.0 L | 50 ₹26.0 L | 40 ₹20.8 L |
| 8.00 | Providing and laying Dense Graded Bituminous Macadam(Grade.I) thickness 70 mm with higher capacity batch type 120 HMP using crushed aggregates of specified grading, premixed with bituminous VG-30 binder @ 4.50 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 aspects. Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 3,645.4 | Cum | 12,900 ₹4.7 Cr | 13,500 ₹4.9 Cr | 12,500 ₹4.6 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 bituminous surface cleaned with mechanical broom. as per MoRTH specification clause No. 503 complete in all aspects. Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 52,078 | Sqm. | 11 ₹5.7 L | 15 ₹7.8 L | 11 ₹5.7 L |
| 10.00 | Providing and laying bituminous concrete (Grade-II) 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 aspects.Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 1,562.25 | Cum | 13,980 ₹2.2 Cr | 14,500 ₹2.3 Cr | 13,700 ₹2.1 Cr |
Tender Value
₹15.5 Cr
EMD Value
₹30 L
Closing Date
15 Dec 2025, 12:00 pmClosed
O/F SUPRINTENDING ENGINEER BASTI CIRCLE PWD BASTI
O/F SUPRINTENDING ENGINEER BASTI CIRCLE PWD BASTI
WIDENING AND STRENGTHENING WORK OF MANJHARIA KODARI KATKA ROAD (O.D.R.) (LENGTH 10.300 KM) IN dISTRICT SANT KABIR NAGAR.
2025_CEUBZ_1084066_1
6201/4E-NIVIDA-BASTI CIRCLE/25-26 DATED-08-10-2025
Open Tender
Civil Works
365 days
BASTI
AS PER MBD
2 documents required · 2 mandatory
₹6,254
Yes
₹30 L
O/F SUPRINTENDING ENGINEER BASTI CIRCLE PWD BASTI
7 Feb 2026
5 Dec 2025
15 Dec 2025
5 Dec 2025
15 Dec 2025
5 Dec 2025
5 Dec 2025 - 15 Dec 2025
8 Dec 2025
Earth work in embankment/Patri 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 aspects Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.
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 aspects Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. (Carted Earth work in Abadi Portion upto 2km)
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. MORT&H specification clause No. 305.4.3 complete in all aspects Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.
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 aspects Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.
Construction of granular sub-base (Grade-1) 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 aspects. Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.
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 aspects. Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.
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 aspects. Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.
Providing and laying Dense Graded Bituminous Macadam(Grade.I) thickness 70 mm with higher capacity batch type 120 HMP using crushed aggregates of specified grading, premixed with bituminous VG-30 binder @ 4.50 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 aspects. Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.
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 bituminous surface cleaned with mechanical broom. as per MoRTH specification clause No. 503 complete in all aspects. Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.
Providing and laying bituminous concrete (Grade-II) 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 aspects.Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.
Construction of un-reinforced, dowel jointed, plain cement concrete pavement M35 (Grade) thickness 230 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 aspects. Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.
Earth work in excavation of foundation of structures Extention of 4.00 Meter Span R.C.C Culvert/U-Drain/Construction of Hume Pipe Culvert 1000/600 mm Dia as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. as per MORT&H specification clause No. 304 complete in all aspects Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.
Concrete foundation in Extention of 4.00 Meter Span R.C.C Culvert/U-Drain/Construction of Hume Pipe Culvert 1000/600 mm Dia with 40mm gauge stone ballast with approve coarse sand and cement in proportion of 1:3:6 including all materials, Labour T & P etc As Per S.I No 280 work With Proper Curing complete in all aspects Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.
Brick masonary work for Extention of 4.00 Meter Span R.C.C Culvert/Construction of Hume Pipe Culvert 1000/600 mm Dia in 1:3 sub-structure complete excluding pointing and plastering as per drawing and technical specification. work With Proper Curing complete in all aspects Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.
Brick masonary work for Extetion of 4.00 Meter Span R.C.C Cluvert//Construction of Hume Pipe Culvert in 1:3 super structure work With Proper Curing complete in all respectsExcluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.
RCC work for r Extetion of 4.00 Meter Span R.C.C Cluvert with cement & approve coarse sand, 20mm gauge stone ballast in the proportion of 1:1:2 (M-25) in bed block excluding Supply of reinforcement but including its fixing in position and binding the same with 24 mm gauge binding wire and also including porviding and fixing neCessary centring and shuttering and ets removal after work With Proper Curing complete in all aspects Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.
Supplying, fitting and placing work for Extetion of 4.00 Meter Span R.C.C Cluvert/U Drain with govt. Approved HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications with approved test report as per MoRTH 13.06 1600 & 2200 with curing complete in all aspects Excluding G.S.T but Including Al
Mild steel or iron work in plain work such as rainforcement concrete on or rainforcement B/W (when not including in overall rates) wrought to reqd. shape as naCessary in bending for the proper completion of work and including supply of steel and its wastage etc and all labour T & P etc required for proper completion of work.
Laying and jointing R.C.C hume pipe dia 600mm ang giving proper slope & alignment as required for proper completion of work.
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