Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAccepted-AOC 784 J BHAGHAMBARI GADDI SADAR DISTRICT PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹3.3 Cr Quoted ₹3.4 Cr | L1 | Accepted-AOC l1 |
| 2 | L2₹3.6 Cr+₹22.7 L (6.72%)Rejected-Finance 108 BADA CHAKA NAINI ALLAHABAD | ALLAHABAD | PRAYAGRAJ | UTTAR PRADESH | ₹3.6 Cr+₹22.7 L (6.72%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.9 Cr+₹47.4 L (14.0%)Rejected-Finance | ₹3.9 Cr+₹47.4 L (14.0%) | L3 | Rejected-Finance L3 |
| 4 | L4₹3.9 Cr+₹54.8 L (16.2%)Rejected-Finance 16A 71A NEW SOHBATIYABAG GEORGE TOWN PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹3.9 Cr+₹54.8 L (16.2%) | L4 | Rejected-Finance L4 |
| 5 | L5₹4.0 Cr+₹58.6 L (17.3%)Rejected-Finance | ₹4.0 Cr+₹58.6 L (17.3%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/s Shakti Construction L3 | M/s Prabhakar Singh L4 | Bansal Highway Infratech Pvt Ltd L10 | M/S DHYAN SINGH L5 | S.K.S. ASSOCIATES L9 | M/S KRISHNA CONSTRUCTIONS L1 | KAMLESH KUMAR L7 | KHUSHI ENTERPRISES L2 | M/S SANJAI ENTERPRISES L6 | J M D CONSTRUCTION AMD SUPPLIAR L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness complete in all respects as per MoRTH specification 201 & as per direction of Engineer-in-charge. | 18,000 | Sqm | 10 ₹1,80,000 | 3 ₹54,000 | 12 ₹2,16,000 | 5 ₹90,000 | - | 5.5 ₹99,000 | 40 ₹7,20,000 | 2 ₹36,000 Lowest | 4 ₹72,000 | 8 ₹1,44,000 |
| 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 (without cartage) complete in all respects as per MoRTH specification 301 & as per direction of Engineer-in-charge. | 1,846 | Cum | 40 ₹73,840 | 100 ₹1,84,600 | 60 ₹1,10,760 | 15 ₹27,690 | 10 ₹18,460 Lowest | 50 ₹92,300 | 80 ₹1,47,680 | 60 ₹1,10,760 | 20 ₹36,920 | 45 ₹83,070 |
| 3.00 | Construction of embankment with approved materials obtained from roadway cutting with all lifts and leads, transporting to site, spreading, grading to require slope and compacting to meet requirement of table 300-2, (Compaction only) complete in all respects as per MoRTH specification 305 & as per direction of Engineer-in-charge. | 6,270 | Cum | 60 ₹3,76,200 | 50 ₹3,13,500 | 55 ₹3,44,850 | 50 ₹3,13,500 | 10 ₹62,700 Lowest | 50 ₹3,13,500 | 102 ₹6,39,540 | 65 ₹4,07,550 | 40 ₹2,50,800 | 70 ₹4,38,900 |
| 4.00 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2, (Compaction only) complete in all respects as per MoRTH specification 305 & as per direction of Engineer-in-charge. | 3,557 | Cum | 60 ₹2,13,420 | 50 ₹1,77,850 | 55 ₹1,95,635 | 40 ₹1,42,280 | 100 ₹3,55,700 | 50 ₹1,77,850 | 60 ₹2,13,420 | 65 ₹2,31,205 | 40 ₹1,42,280 | 30 ₹1,06,710 Lowest |
| 5.00 | Construction of subgrade and earthen shoulders with approved material obtained from right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m complete in all respect as per MoRTH Technical Specification Clause 303 & as per direction of Engineer-in-charge. | 5,670 | Cum | 70 ₹3,96,900 | 70 ₹3,96,900 | 120 ₹6,80,400 | 25 ₹1,41,750 Lowest | 30 ₹1,70,100 | 50 ₹2,83,500 | 80 ₹4,53,600 | 75 ₹4,25,250 | 40 ₹2,26,800 | 80 ₹4,53,600 |
| 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete in all respects as per MoRTH specification 401 & as per direction of Engineer-in-charge. | 4,257 | Cum | 1,550 ₹65,98,350 | 1,700 ₹72,36,900 | 2,350 ₹1,00,03,950 | 1,300 ₹55,34,100 | 2,000 ₹85,14,000 | 1,000 ₹42,57,000 Lowest | 1,650 ₹70,24,050 | 1,050 ₹44,69,850 | 1,500 ₹63,85,500 | 1,650 ₹70,24,050 |
| 7.00 | 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 meters, complete in all respects as per MoRTH specification 305.4.3 & as per direction of Engineer-in-charge. | 7,750 | Sqm | - | 8 ₹62,000 | 8 ₹62,000 | 2 ₹15,500 Lowest | - | 50 ₹3,87,500 | 50 ₹3,87,500 | 4 ₹31,000 | 4 ₹31,000 | 7 ₹54,250 |
| 8.00 | 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, complete in all respects as per MoRTH specification 406 & as per direction of Engineer-in-charge. | 2,846 | Cum | 1,500 ₹42,69,000 | 2,650 ₹75,41,900 | 2,800 ₹79,68,800 | 1,800 ₹51,22,800 | 2,900 ₹82,53,400 | 1,050 ₹29,88,300 Lowest | 1,800 ₹51,22,800 | 1,100 ₹31,30,600 | 2,400 ₹68,30,400 | 2,100 ₹59,76,600 |
| 9.00 | Providing and applying Primer Coat with 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 respect as per MoRTH Technical Specification Clause 502 & as per direction of Engineer-in-charge. | 24,750 | Sqm | 30 ₹7,42,500 | 28 ₹6,93,000 | 28 ₹6,93,000 | 30 ₹7,42,500 | 15 ₹3,71,250 | 8 ₹1,98,000 Lowest | 10 ₹2,47,500 | 25 ₹6,18,750 | 30 ₹7,42,500 | 20 ₹4,95,000 |
| 10.00 | Providing and laying dense graded bituminous macadam with 100 TPH computerized hot mix plant producing an average output of 75 tonne per hour 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 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. 507 complete in all respects, complete in all respects as per MoRTH specification 507 & as per direction of Engineer-in-charge. | 1,856 | Cum | 7,800 ₹1,44,76,800 | 8,000 ₹1,48,48,000 | 9,650 ₹1,79,10,400 | 8,200 ₹1,52,19,200 | 10,000 ₹1,85,60,000 | 7,700 ₹1,42,91,200 | 8,000 ₹1,48,48,000 | 8,500 ₹1,57,76,000 | 7,500 ₹1,39,20,000 Lowest | 8,200 ₹1,52,19,200 |
Tender Value
₹5.9 Cr
EMD Value
₹11.8 L
Closing Date
15 Dec 2025, 3:00 pmClosed
SE PRAYAGRAJ CIRCLE PWD PRAYAGRAJ
SE PRAYAGRAJ CIRCLE PWD PRAYAGRAJ
PH SE ROAD SE BANI CHAURAHA HOTE HUWE VAARI MARG CH 0 POINT 000 SE 4 POINT 500 KA CHAUDIKARAN EWAM SUDRINIKARAN KA KARYA O5 VARSIYA ANURAKCHAD SAHIT
2025_CEALD_1096533_1
471 CAMP NIVIDA 2025 Date 15-10-2025
Open Tender
Civil Works - Roads
Item Rate
365 days
SE PRAYAGRAJ CIRCLE PWD PRAYAGRAJ
PLEASE REFER TENDER DOCUMENT
4 documents required · 4 mandatory
₹2,714
₹11.8 L
SE PRAYAGRAJ CIRCLE PWD PRAYAGRAJ
28 Jul 2026
6 Dec 2025
15 Dec 2025
6 Dec 2025
15 Dec 2025
6 Dec 2025
10 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness complete in all respects as per MoRTH specification 201 & as per direction of Engineer-in-charge. | 18,000 | Sqm | - | - |
| 2 | 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 (without cartage) complete in all respects as per MoRTH specification 301 & as per direction of Engineer-in-charge. | 1,846 | Cum | 1 | ₹1,846 |
| 3 | Construction of embankment with approved materials obtained from roadway cutting with all lifts and leads, transporting to site, spreading, grading to require slope and compacting to meet requirement of table 300-2, (Compaction only) complete in all respects as per MoRTH specification 305 & as per direction of Engineer-in-charge. | 6,270 | Cum | 2 | ₹12,540 |
| 4 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2, (Compaction only) complete in all respects as per MoRTH specification 305 & as per direction of Engineer-in-charge. | 3,557 | Cum | 3 | ₹10,671 |
| 5 | Construction of subgrade and earthen shoulders with approved material obtained from right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m complete in all respect as per MoRTH Technical Specification Clause 303 & as per direction of Engineer-in-charge. | 5,670 | Cum | 4 | ₹22,680 |
| 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete in all respects as per MoRTH specification 401 & as per direction of Engineer-in-charge. | 4,257 | Cum | 5 | ₹21,285 |
| 7 | 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 meters, complete in all respects as per MoRTH specification 305.4.3 & as per direction of Engineer-in-charge. | 7,750 | Sqm | 6 | ₹46,500 |
| 8 | 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, complete in all respects as per MoRTH specification 406 & as per direction of Engineer-in-charge. | 2,846 | Cum | 7 | ₹19,922 |
| 9 | Providing and applying Primer Coat with 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 respect as per MoRTH Technical Specification Clause 502 & as per direction of Engineer-in-charge. | 24,750 | Sqm | 8 | ₹1,98,000 |
| 10 | Providing and laying dense graded bituminous macadam with 100 TPH computerized hot mix plant producing an average output of 75 tonne per hour 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 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. 507 complete in all respects, complete in all respects as per MoRTH specification 507 & as per direction of Engineer-in-charge. | 1,856 | Cum | 9 | ₹16,704 |
stage.html
html • 0.07 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.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 • 25.85 MB
Tendernotice_2.pdf
PDF • 0.77 MB
Tendernotice_3.pdf
PDF • 0.55 MB
BOQ_2018682.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .