Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 CrAccepted-AOC KAMLA NAGAR DAULATPUR VARANASI | VARANASI | VARANASI | UTTAR PRADESH | ₹7.4 Cr Quoted ₹13.2 Cr | L1 | Accepted-AOC Qualified |
| 2 | L2₹13.4 CrRejected-Finance UTTAR PRADESH UP | ₹13.4 Cr | L2 | Rejected-Finance Not Qualified |
| Sl No | Description | Qty | Unit | UMA ASSOCIATES INFRATECH DEVELOPERS PVT LTD L2 | CHANDRAWATI CONSTRUCTION PVT LTD L1 |
|---|---|---|---|---|---|
| 1.00 | Excevation for roadwork in soil with hydraulic excavator including cutting and loading, trimming bottom and side slopes in accordarice with requrerments of lines grades and cross sections and transporting to the embackment location within all lifts and load upto 1000m (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 4,690 | Cum | 62 ₹2.9 L | 61.6 ₹2.9 L |
| 2.00 | Providing and laying cut stone on road or shoulders with 25x15x10cm size dressed cut stone over WBM surface including providing average 3cm thick stone dust for leveling cost and joint filling with coarse sand and 5% Bitumen mix including all cost of Labour, Fuel wood, T&P etc required for proper completion of the work (including cost of cut sone, stone dust. but dismantling of cut stone soling. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 1,800 | Sqm | 36 ₹64,800 | 35.2 ₹63,360 |
| 3.00 | Dismantling of Granular pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately i/c all material, labour, T&P, labour cess, all taxes etc. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 225 | Cum | 115 ₹25,875 | 112.2 ₹25,245 |
| 4.00 | 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 to meet requirement of table 300-2. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 4,750 | Cum | 235 ₹11.2 L | 234.3 ₹11.1 L |
| 5.00 | Constructon of embankment with material obtained from right of way construction of embankment with approved materials deposited at site from roadway cutting and excavation with all lift and lesds, spreading, grading to required slope and compacting to meet requrement table 300-2 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 50,220 | Cum | 131 ₹65.8 L | 129.8 ₹65.2 L |
| 6.00 | Construction of granular sub-base 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(Reused Material) (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 135 | Cum | 188.5 ₹25,447.50 | 187 ₹25,245 |
| 7.00 | Construction of granular sub-base 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 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 5,464.65 | Cum | 2,720.5 ₹1.5 Cr | 2,717 ₹1.5 Cr |
| 8.00 | 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 4,015 | Cum | 2,925 ₹1.2 Cr | 2,915 ₹1.2 Cr |
| 9.00 | Providing and applying primer coat with SS 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 labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 29,425 | Sqm | 75 ₹22.1 L | 70.35 ₹20.7 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 @ 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. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 1,765.5 | Cum | 15,200 ₹2.7 Cr | 14,595 ₹2.6 Cr |
Tender Value
₹11.3 Cr
EMD Value
₹22.6 L
Closing Date
30 Apr 2026, 12:00 pmClosed
Praveen Kumar
Suprintendig Engineer Varanasi Cercle Varanasi
Widening and Straengthening of Remaining Part Of Hingutar Nadi Ramgarh Gurara Road
2026_CEUVZ_1137273_1
2088/183com-varanasi Circle/2025-26 Dt.06.04.2026
Open Tender
Civil Works
365 days
Chandauli
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,590
₹22.6 L
Yes
2 Jun 2026
15 Apr 2026
30 Apr 2026
15 Apr 2026
30 Apr 2026
15 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excevation for roadwork in soil with hydraulic excavator including cutting and loading, trimming bottom and side slopes in accordarice with requrerments of lines grades and cross sections and transporting to the embackment location within all lifts and load upto 1000m (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | - | Cum | - | - |
| 2 | Providing and laying cut stone on road or shoulders with 25x15x10cm size dressed cut stone over WBM surface including providing average 3cm thick stone dust for leveling cost and joint filling with coarse sand and 5% Bitumen mix including all cost of Labour, Fuel wood, T&P etc required for proper completion of the work (including cost of cut sone, stone dust. but dismantling of cut stone soling. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | - | Sqm | - | - |
| 3 | Dismantling of Granular pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately i/c all material, labour, T&P, labour cess, all taxes etc. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | - | Cum | - | - |
| 4 | 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 to meet requirement of table 300-2. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | - | Cum | - | - |
| 5 | Constructon of embankment with material obtained from right of way construction of embankment with approved materials deposited at site from roadway cutting and excavation with all lift and lesds, spreading, grading to required slope and compacting to meet requrement table 300-2 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | - | Cum | - | - |
| 6 | Construction of granular sub-base 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(Reused Material) (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | - | Cum | - | - |
| 7 | Construction of granular sub-base 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 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 1 | Cum | - | - |
| 8 | 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | - | Cum | - | - |
| 9 | Providing and applying primer coat with SS 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 labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | - | Sqm | - | - |
| 10 | 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 @ 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. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | - | Cum | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.65 MB
Addendum.pdf
Tender Documents • 10.07 MB
SBD1.pdf
Additional Documents • 0.30 MB
SBD2.pdf
Additional Documents • 0.15 MB
BOQ_2123628.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid