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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.4 CrAccepted-AOC KACHEHRI AMBEDAKARNAGAR CHAUK DISTRICT GORAKHPUR | L1 | Accepted-AOC R | |
| 2 | L2₹33.1 Cr+₹63.9 L (1.97%)Rejected-Finance GORAKHPUR | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | L2 | Rejected-Finance RBCM | |
| 3 | L3₹33.3 Cr+₹88.1 L (2.72%)Rejected-Finance 2 560 GOMTI NAGAR VIRAM KHAND LUCKNOW | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226010 | L3 | Rejected-Finance RBCM | |
| 4 | L4₹33.4 Cr+₹92.4 L (2.85%)Rejected-Finance | L4 | Rejected-Finance RBCM | |
| 5 | Rejected-Technical 907 NEW DELHI HOUSE 27 BARAKHAMBA ROAD NEW DELHI 110001 | NEW DELHI | NEW DELHI | DELHI | 110001 | - | Rejected-Technical RBMC |
| Sl No | Description | Qty | Unit | M/s VIJENDRA PRATAP SINGH L2 | R.K.TRADERS & CONSTRUCTION PRIVATE LIMITED L1 | Prabha Construction Infra Private Limited L4 | AMBE INFRAPROJECTS PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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 as per MORTH Sr. No. 3.06 & Technical Specification Clause 301 complete in all aspects Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 18,005.52 | Cum | 60 ₹10,80,331.2 | 25 ₹4,50,138 Lowest | 61 ₹10,98,336.72 | 62 ₹11,16,342.24 |
| 2.00 | 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 density not less than 97% of designed density of JMF to meet requirement of table 300-2.as per MORTH Sr. No. 3.017 & Technical Specification Clause 305 complete in all aspects Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 18,005.52 | Cum | 65 ₹11,70,358.8 | 30 ₹5,40,165.6 Lowest | 64 ₹11,52,353.28 | 63 ₹11,34,347.76 |
| 3.00 | 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 density not less than 97% of designed density of JMF to meet requirement of table 300-2.as per MORTH Sr. No. 3.16 & Technical Specification Clause 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 Not Less then 2km) | 16,975.48 | Cum | 116 ₹19,69,155.68 | 100 ₹16,97,548 Lowest | 118 ₹20,03,106.64 | 120 ₹20,37,057.6 |
| 4.00 | Construction of Embankment with Material obtained from Borrowpits Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading with 2% lime, grading to required slope and compacted density not less than 97% of designed density of JMF to meet requirement of table No. 300-2 complete in all aspects Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 3,522.75 | Cum | 410 ₹14,44,327.5 | 400 ₹14,09,100 Lowest | 420 ₹14,79,555 | 400 ₹14,09,100 Lowest |
| 5.00 | Construction of granular sub-base (Grade-1) 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 as per designed density of JMF per MORTH Sr. No. 4.01 & Technical Specification Clause 401 complete in all aspects Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 9,030.46 | Cum | 4,570 ₹4,12,69,202.2 Lowest | 4,579 ₹4,13,50,476.34 | 4,600 ₹4,15,40,116 | 4,580 ₹4,13,59,506.8 |
| 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 formula Approved By Competent Authority complete in all aspects. Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 3,189.45 | Cum | 5,155 ₹1,64,41,614.75 | 5,145 ₹1,64,09,720.25 Lowest | 5,200 ₹1,65,85,140 | 5,160 ₹1,64,57,562 |
| 7.00 | Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, OPC of approved brand cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. complete in all aspects. Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 1,056.83 | Cum | 6,520 ₹68,90,531.6 | 6,500 ₹68,69,395 | 6,400 ₹67,63,712 Lowest | 6,500 ₹68,69,395 |
| 8.00 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-35 over a prepared sub base with 43 grade cement @ 310 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 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 bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing .with porper water curing as per MORTH Sr. No. 6.02 & Technical Specification Clause 402.With Design Job Mix Approved By Competent Authoritycomplete in all aspects. Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 1,857.45 | Cum | 9,000 ₹1,67,17,050 | 8,865 ₹1,64,66,294.25 Lowest | 9,060 ₹1,68,28,497 | 9,050 ₹1,68,09,922.5 |
| 9.00 | 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. complete in all aspects. Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 28,995 | Sqm. | 40 ₹11,59,800 | 35 ₹10,14,825 Lowest | 45 ₹13,04,775 | 50 ₹14,49,750 |
| 10.00 | Providing and laying dense graded bituminous macadam Grade-1 thickness 80mm with Bitumen VG-40 with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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. as per MORTH Sr. No. 5.4 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. | 2,319.6 | Cum | 12,000 ₹2,78,35,200 | 11,940 ₹2,76,96,024 Lowest | 12,200 ₹2,82,99,120 | 12,100 ₹2,80,67,160 |
Tender Value
₹34.4 Cr
EMD Value
₹50 L
Closing Date
7 Jan 2026, 12:00 pmClosed
O/F SUPRINTENDING ENGINEER BASTI CIRCLE PWD BASTI
O/F SUPRINTENDING ENGINEER BASTI CIRCLE PWD BASTI
WIDENING AND STRENGTHENING WORK OF BASTI MAHSO MAHULI ALINAGAR (STATE HIGHWAY 161) FROM CHAINAGE 27.000 TO 38.800 IN 2 LANES WITH PAVED SHOULDER UNDER DHANGHATA ASSEMBLY CONSTITUENCY OF SANT KABIR NAGAR (P.D.) DISTRICT (LENGTH 11.800 KM)
2025_CEUBZ_1103136_1
7481/4E-NIVIDA-BASTI CIRCLE/25-26 DATED-19-12-2025
Open Tender
Civil Works
Item Rate
365 days
BASTI
AS PER SBD
2 documents required · 2 mandatory
₹6,254
Yes
₹50 L
O/F SUPRINTENDING ENGINEER BASTI CIRCLE PWD BASTI
27 Feb 2026
1 Jan 2026
7 Jan 2026
1 Jan 2026
7 Jan 2026
1 Jan 2026
1 Jan 2026 - 7 Jan 2026
2 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 as per MORTH Sr. No. 3.06 & Technical Specification Clause 301 complete in all aspects Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 18,005.52 | Cum | 100 | ₹18,00,552 |
| 2 | 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 density not less than 97% of designed density of JMF to meet requirement of table 300-2.as per MORTH Sr. No. 3.017 & Technical Specification Clause 305 complete in all aspects Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 18,005.52 | Cum | 100 | ₹18,00,552 |
| 3 | 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 density not less than 97% of designed density of JMF to meet requirement of table 300-2.as per MORTH Sr. No. 3.16 & Technical Specification Clause 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 Not Less then 2km) | 16,975.48 | Cum | 10 | ₹1,69,754.8 |
| 4 | Construction of Embankment with Material obtained from Borrowpits Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading with 2% lime, grading to required slope and compacted density not less than 97% of designed density of JMF to meet requirement of table No. 300-2 complete in all aspects Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 3,522.75 | Cum | 10 | ₹35,227.5 |
| 5 | Construction of granular sub-base (Grade-1) 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 as per designed density of JMF per MORTH Sr. No. 4.01 & Technical Specification Clause 401 complete in all aspects Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 9,030.46 | Cum | 10 | ₹90,304.6 |
| 6 | 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 formula Approved By Competent Authority complete in all aspects. Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 3,189.45 | Cum | 10 | ₹31,894.5 |
| 7 | Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, OPC of approved brand cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. complete in all aspects. Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 1,056.83 | Cum | 10 | ₹10,568.3 |
| 8 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-35 over a prepared sub base with 43 grade cement @ 310 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 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 bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing .with porper water curing as per MORTH Sr. No. 6.02 & Technical Specification Clause 402.With Design Job Mix Approved By Competent Authoritycomplete in all aspects. Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 1,857.45 | Cum | 10 | ₹18,574.5 |
| 9 | 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. complete in all aspects. Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. | 28,995 | Sqm. | 10 | ₹2,89,950 |
| 10 | Providing and laying dense graded bituminous macadam Grade-1 thickness 80mm with Bitumen VG-40 with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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. as per MORTH Sr. No. 5.4 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. | 2,319.6 | Cum | 10 | ₹23,196 |
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