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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-AOC 784 J BHAGHAMBARI GADDI SADAR DISTRICT PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹2.9 Cr Quoted ₹3.0 Cr | L1 | Accepted-AOC l1 |
| 2 | L2₹3.2 Cr+₹26.1 L (8.77%)Rejected-Finance BELDEI GARAPUR SAHSON PHULPUR PRAYAGRAJ | PHULPUR | PRAYAGRAJ | UTTAR PRADESH | ₹3.2 Cr+₹26.1 L (8.77%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.5 Cr+₹51.0 L (17.2%)Rejected-Finance | ₹3.5 Cr+₹51.0 L (17.2%) | L3 | Rejected-Finance L3 |
| 4 | L4₹3.5 Cr+₹51.1 L (17.2%)Rejected-Finance 25A CHAK HARINANDAN NAIN PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | ₹3.5 Cr+₹51.1 L (17.2%) | L4 | Rejected-Finance L4 |
| 5 | L5₹3.5 Cr+₹52.5 L (17.7%)Rejected-Finance 16A 71A NEW SOHBATIYABAG GEORGE TOWN PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹3.5 Cr+₹52.5 L (17.7%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/s Shakti Construction L9 | M/s Prabhakar Singh L5 | Bansal Highway Infratech Pvt Ltd L12 | S.K.S. ASSOCIATES L11 | M/S DHYAN SINGH L3 | BALA JI ENTERPRISES L8 | M/S ADITYA ENTERPRISES L7 | M/S KRISHNA CONSTRUCTIONS L1 | KHUSHI ENTERPRISES L6 | M/s JAYSINGH L2 | M/S SANJAI ENTERPRISES L4 | J M D CONSTRUCTION AMD SUPPLIAR L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 16,200 | Sqm | 10 ₹1,62,000 | 3 ₹48,600 | 12 ₹1,94,400 | 1 ₹16,200 Lowest | 5 ₹81,000 | 8 ₹1,29,600 | 18 ₹2,91,600 | 5.5 ₹89,100 | 1 ₹16,200 Lowest | 8 ₹1,29,600 | 4 ₹64,800 | 10 ₹1,62,000 |
| 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. | 1,386.72 | Cum | 40 ₹55,468.8 | 50 ₹69,336 | 60 ₹83,203.2 | 20 ₹27,734.4 | 15 ₹20,800.8 Lowest | 50 ₹69,336 | 40 ₹55,468.8 | 50 ₹69,336 | 35 ₹48,535.2 | 21 ₹29,121.12 | 20 ₹27,734.4 | 90 ₹1,24,804.8 |
| 3.00 | 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 (with cartage) complete in all respects as per MoRTH specification 301 & as per direction of Engineer-in-charge. | 410.88 | Cum | 80 ₹32,870.4 | 50 ₹20,544 | 80 ₹32,870.4 | 50 ₹20,544 | 55 ₹22,598.4 | 50 ₹20,544 | 80 ₹32,870.4 | 50 ₹20,544 | 35 ₹14,380.8 Lowest | 40 ₹16,435.2 | 40 ₹16,435.2 | 55 ₹22,598.4 |
| 4.00 | Construction of embankment with approved material obtained from Roadway Cutting with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.complete in all respects as per MoRTH specification 305 & as per direction of Engineer-in-charge. | 8,789.49 | Cum | 70 ₹6,15,264.3 | 100 ₹8,78,949 | 80 ₹7,03,159.2 | 60 ₹5,27,369.4 | 40 ₹3,51,579.6 | 50 ₹4,39,474.5 | 80 ₹7,03,159.2 | 55 ₹4,83,421.95 | 50 ₹4,39,474.5 | 30 ₹2,63,684.7 Lowest | 40 ₹3,51,579.6 | 100 ₹8,78,949 |
| 5.00 | 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. | 3,554.91 | Cum | 60 ₹2,13,294.6 | 50 ₹1,77,745.5 | 45 ₹1,59,970.95 | 30 ₹1,06,647.3 | 20 ₹71,098.2 Lowest | 50 ₹1,77,745.5 | 60 ₹2,13,294.6 | 60 ₹2,13,294.6 | 75 ₹2,66,618.25 | 30 ₹1,06,647.3 | 40 ₹1,42,196.4 | 30 ₹1,06,647.3 |
| 6.00 | Construction of sub-grade and earthen shoulders with approved material obtained from Right of way with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 with lead upto 1000 m complete in all respect as per MORD Technical Specification Clause 303 & as per direction of Engineer-in-charge. | 4,803.44 | Cum | 80 ₹3,84,275.2 | 50 ₹2,40,172 | 140 ₹6,72,481.6 | 40 ₹1,92,137.6 Lowest | 80 ₹3,84,275.2 | 50 ₹2,40,172 | 90 ₹4,32,309.6 | 60 ₹2,88,206.4 | 80 ₹3,84,275.2 | 60 ₹2,88,206.4 | 40 ₹1,92,137.6 Lowest | 80 ₹3,84,275.2 |
| 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 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. | 3,517.5 | Cum | 1,700 ₹59,79,750 | 1,800 ₹63,31,500 | 2,450 ₹86,17,875 | 2,200 ₹77,38,500 | 1,500 ₹52,76,250 | 1,750 ₹61,55,625 | 1,450 ₹51,00,375 | 1,125 ₹39,57,187.5 Lowest | 1,300 ₹45,72,750 | 1,500 ₹52,76,250 | 1,550 ₹54,52,125 | 1,700 ₹59,79,750 |
| 8.00 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres complete in all respects as per MoRTH specification 305.4.3 & as per direction of Engineer-in-charge. | 4,212 | Sqm | - | 10 ₹42,120 | 8 ₹33,696 | 1.4 ₹5,896.8 Lowest | 2 ₹8,424 | 15 ₹63,180 | 8 ₹33,696 | 50 ₹2,10,600 | 3 ₹12,636 | 5 ₹21,060 | 4 ₹16,848 | 10 ₹42,120 |
| 9.00 | 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. | 1,462.35 | Cum | 1,800 ₹26,32,230 | 2,700 ₹39,48,345 | 2,710 ₹39,62,968.5 | 3,000 ₹43,87,050 | 1,800 ₹26,32,230 | 2,200 ₹32,17,170 | 2,000 ₹29,24,700 | 1,500 ₹21,93,525 Lowest | 1,500 ₹21,93,525 Lowest | 1,900 ₹27,78,465 | 2,800 ₹40,94,580 | 2,400 ₹35,09,640 |
| 10.00 | 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 MORD Technical Specification Clause 502 & as per direction of Engineer-in-charge. | 14,850 | Sqm | 30 ₹4,45,500 | 25 ₹3,71,250 | 28 ₹4,15,800 | 30 ₹4,45,500 | 30 ₹4,45,500 | 11 ₹1,63,350 | 30 ₹4,45,500 | 8 ₹1,18,800 Lowest | 25 ₹3,71,250 | 20 ₹2,97,000 | 18 ₹2,67,300 | 10 ₹1,48,500 |
Tender Value
₹5.3 Cr
EMD Value
₹10.6 L
Closing Date
15 Dec 2025, 3:00 pmClosed
SE PRYAGRAJ CIRCLE PWD PRAYAGRAJ
SE PRYAGRAJ CIRCLE PWD PRAYAGRAJ
IFFCO GATE SE VEERKAJI MAHULIYA MANIPUR GHURWA AARAKHURD HOTE HUWE KIJIRPUR MARG ODR CHANAGE 0 POINT 000 SE 3 POINT 500 KA CHAUDIKARAN EWAM SUDRINIKARAN KA KARYA 05 VARSIYA ANURAKCHAD SAHIT
2025_CEALD_1096546_1
472 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
₹10.6 L
SE PRYAGRAJ 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. | 16,200 | 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. | 1,386.72 | Cum | - | - |
| 3 | 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 (with cartage) complete in all respects as per MoRTH specification 301 & as per direction of Engineer-in-charge. | 410.88 | Cum | - | - |
| 4 | Construction of embankment with approved material obtained from Roadway Cutting with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.complete in all respects as per MoRTH specification 305 & as per direction of Engineer-in-charge. | 8,789.49 | Cum | - | - |
| 5 | 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. | 3,554.91 | Cum | - | - |
| 6 | Construction of sub-grade and earthen shoulders with approved material obtained from Right of way with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 with lead upto 1000 m complete in all respect as per MORD Technical Specification Clause 303 & as per direction of Engineer-in-charge. | 4,803.44 | 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 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. | 3,517.5 | Cum | - | - |
| 8 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres complete in all respects as per MoRTH specification 305.4.3 & as per direction of Engineer-in-charge. | 4,212 | Sqm | - | - |
| 9 | 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. | 1,462.35 | Cum | - | - |
| 10 | 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 MORD Technical Specification Clause 502 & as per direction of Engineer-in-charge. | 14,850 | Sqm | - | - |
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