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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.3 CrAccepted-AOC | ₹15.3 Cr | L1 | Accepted-AOC aoc |
| 2 | L2₹15.7 CrRejected-Finance | ₹15.7 Cr | L2 | Rejected-Finance RBCM |
| 3 | L3₹16.0 CrRejected-Finance | ₹16.0 Cr | L3 | Rejected-Finance RBCM |
| 4 | L4₹16.1 CrRejected-Finance | ₹16.1 Cr | L4 | Rejected-Finance RBCM |
| 5 | L5₹16.2 CrRejected-Finance | ₹16.2 Cr | L5 | Rejected-Finance RBCM |
| Sl No | Description | Qty | Unit | BHARDWAJ UNIBUILD PRIVATE LIMITED L10 | SIDDHARTH CONSTRUCTION L4 | M/S SATYA PRAKASH SINGH CONSTRUCTION CO L7 | M/S RAJ CONSTRUCTION L8 | P P P ANDEY INFRASTRUCTURE PRIVATE LIMITED L2 | M/S SUN CONSTRUCTION L5 | M/S INDRADEV ASSOCIATES L1 | MAHENDRA SINGH L11 | SHARMA CONSTRUCTION PROJECT PVT LTD L6 | APS AND COMPANY PRIVATE LIMITED L9 | M/S JITENDRA SINGH L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road land including uprooting rank vegetation, grass, bushes, shrubs, shaplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unservicable material and stacking of servicable material to be used or auctioned up to a lead of 1000 m including removal and disposal of Top organic soil not exceeding 150 mm in thickness complete in all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. etc) | 7,500 | Sqm | 18 ₹1.4 L | 3 ₹22,500 | 17.28 ₹1.3 L | 17 ₹1.3 L | 5 ₹37,500 | 16.69 ₹1.3 L | 1 ₹7,500 | 19 ₹1.4 L | 2 ₹15,000 | 18 ₹1.4 L | 15 ₹1.1 L |
| 2.00 | 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 obtain the density not less than 97% of designed density as per JMF and to meet requirement of table 300-2..(Carted not Less than 3.0 km) complete in all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. etc) | 24,600 | cum | 275 ₹67.7 L | 60 ₹14.8 L | 248.36 ₹61.1 L | 245 ₹60.3 L | 70 ₹17.2 L | 240.52 ₹59.2 L | 150 ₹36.9 L | 280 ₹68.9 L | 50 ₹12.3 L | 250 ₹61.5 L | 250 ₹61.5 L |
| 3.00 | 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 obtain the density not less than 97% of designed density as per JMF and to meet requirement of table 300-2.. complete in all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. etc) | 27,300 | cum | 118 ₹32.2 L | 80 ₹21.8 L | 112.28 ₹30.7 L | 110 ₹30.0 L | 70 ₹19.1 L | 108.7 ₹29.7 L | 1 ₹27,300 | 124 ₹33.9 L | 50 ₹13.7 L | 125 ₹34.1 L | 110 ₹30.0 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. etc) | 8,995 | cum | 105 ₹9.4 L | 60 ₹5.4 L | 104.28 ₹9.4 L | 105 ₹9.4 L | 25 ₹2.2 L | 101 ₹9.1 L | 1 ₹8,995 | 110 ₹9.9 L | 50 ₹4.5 L | 125 ₹11.2 L | 100 ₹9.0 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. etc) | 8,995 | cum | 5,050 ₹4.5 Cr | 4,000 ₹3.6 Cr | 4,511.79 ₹4.1 Cr | 4,500 ₹4.0 Cr | 3,700 ₹3.3 Cr | 4,369.46 ₹3.9 Cr | 4,450 ₹4.0 Cr | 5,150 ₹4.6 Cr | 4,700 ₹4.2 Cr | 4,800 ₹4.3 Cr | 4,100 ₹3.7 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. etc) | 8,540 | cum | 5,148 ₹4.4 Cr | 4,200 ₹3.6 Cr | 4,629.3 ₹4.0 Cr | 4,650 ₹4.0 Cr | 4,800 ₹4.1 Cr | 4,483.37 ₹3.8 Cr | 4,600 ₹3.9 Cr | 5,325 ₹4.5 Cr | 4,800 ₹4.1 Cr | 4,900 ₹4.2 Cr | 4,300 ₹3.7 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. etc) | 65,695 | Sqm | 34 ₹22.3 L | 25 ₹16.4 L | 35.35 ₹23.2 L | 35 ₹23.0 L | 15 ₹9.9 L | 41.32 ₹27.1 L | 30 ₹19.7 L | 40 ₹26.3 L | 35 ₹23.0 L | 35 ₹23.0 L | 30 ₹19.7 L |
| 8.00 | 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. etc) | 65,695 | Sqm | 11 ₹7.2 L | 12 ₹7.9 L | 9.88 ₹6.5 L | 10 ₹6.6 L | 9 ₹5.9 L | 9.59 ₹6.3 L | 9 ₹5.9 L | 18 ₹11.8 L | 12 ₹7.9 L | 12 ₹7.9 L | 10 ₹6.6 L |
| 9.00 | Providing and laying dense graded bituminous macadam (grade-2) thikness 65mm with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous V.G-30 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. 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. etc) | 4,270 | cum | 11,605 ₹5.0 Cr | 12,000 ₹5.1 Cr | 10,386.43 ₹4.4 Cr | 10,500 ₹4.5 Cr | 11,800 ₹5.0 Cr | 10,058.9 ₹4.3 Cr | 10,300 ₹4.4 Cr | 11,800 ₹5.0 Cr | 10,300 ₹4.4 Cr | 11,000 ₹4.7 Cr | 10,500 ₹4.5 Cr |
| 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. etc) | 1,970 | cum | 13,350 ₹2.6 Cr | 13,000 ₹2.6 Cr | 12,043.95 ₹2.4 Cr | 12,196 ₹2.4 Cr | 12,800 ₹2.5 Cr | 11,644.35 ₹2.3 Cr | 12,000 ₹2.4 Cr | 13,500 ₹2.7 Cr | 12,500 ₹2.5 Cr | 12,000 ₹2.4 Cr | 12,000 ₹2.4 Cr |
Tender Value
₹17.2 Cr
EMD Value
₹30 L
Closing Date
5 Feb 2026, 12:00 pmClosed
O/F SUPRINTENDING ENGINEER BASTI CIRCLE PWD BASTI
O/F SUPRINTENDING ENGINEER BASTI CIRCLE PWD BASTI
WIDENING AND STRENGTHENING OF PAIKOLIYA SHIVAGHAT ROAD (ODR) (LENTH 0.000 TO 9.385)
2026_CEUBZ_1109012_1
326/4E-NIVIDA-BASTI CIRCLE/25-26 DATED-17-01-2026
Open Tender
Civil Works
365 days
BASTI
AS PER SBD
2 documents required · 2 mandatory
₹6,255
Yes
₹30 L
O/F SUPRINTENDING ENGINEER BASTI CIRCLE PWD BASTI
30 Mar 2026
28 Jan 2026
5 Feb 2026
28 Jan 2026
5 Feb 2026
28 Jan 2026
28 Jan 2026 - 5 Feb 2026
31 Jan 2026
Clearing and Grubbing Road land including uprooting rank vegetation, grass, bushes, shrubs, shaplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unservicable material and stacking of servicable material to be used or auctioned up to a lead of 1000 m including removal and disposal of Top organic soil not exceeding 150 mm in thickness complete in all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. etc)
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 obtain the density not less than 97% of designed density as per JMF and to meet requirement of table 300-2..(Carted not Less than 3.0 km) complete in all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. etc)
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 obtain the density not less than 97% of designed density as per JMF and to meet requirement of table 300-2.. complete in all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. etc)
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. etc)
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. etc)
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. etc)
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. etc)
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. etc)
Providing and laying dense graded bituminous macadam (grade-2) thikness 65mm with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous V.G-30 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. 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. etc)
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. etc)
Earth work in excavation of foundation of structures of drain and Hume Pipe Culvert 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 and backfilling with 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. etc)
Plain cement concrete 1:3:6 nominal mix in foundation of drain and Hume Pipe Culvert with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. complete in all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. etc)
Brick masonry work in 1:3 in sub-structure/Super Structure complete excluding pointing and plastering, as per drawing and Technical Specifications S.I. No. 307 including curing in.all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. etc)
Brick masonry work in 1:3 in Super Structure complete excluding pointing and plastering, as per drawing and Technical Specifications S.I. No. 307+309 including curing in.all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. etc)
Providing laying and fixing of 900 mm dia Hume Pipe NP-3 type all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. etc)
Providing laying and fixing of 600 mm dia Hume Pipe NP-3 type all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. etc)
Struck Pointing with 1:2 cement and fine sand. As per SI. NO. 574 including curing all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. etc)
M-150 Sub Class(A) brick work in 1:4 cement and cours sand mortar in foundation and plinth including supply of all material, labour tools and plants. etc. required for proper completion of work. S.I. No. 305 including curing all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. etc)
R.C.C. M-20 (1:11/2:3) in slab with Cement, C/sand & 20 mm grit fom approved quarry I/C cost of all materials labour T&P etc complete as required for proper completion of work. As per S.I. No.(284A) including curing all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. etc)
R.C.C. work on 1:2:4 with cement , C/sand & 20 mm grit in bed block As per S.I. No.(284 ) including curing all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. etc)
C.C. 1:2:4 Wearing coat on slab S.I. No. 279A including curing all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. etc)
Placing reinforcement steel bars I/C cost of steel, cutting bending & T&P for proper completion of the work as per S.I. No. 504 all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. etc)
Executing work of Maintenance Cost [email protected]%including complete in all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. etc)
Executing work of Maintenance Cost [email protected]%including complete in all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. etc)
Executing work of Maintenance Cost [email protected]%including complete in all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. etc)
Executing work of Maintenance Cost [email protected]%including complete in all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. etc)
Executing work of Maintenance Cost [email protected]%including complete in all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P. etc)
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