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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-AOC | ₹2.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.2 Cr+₹28.5 L (9.67%)Rejected-Finance 108 BADA CHAKA NAINI ALLAHABAD | ALLAHABAD | PRAYAGRAJ | UTTAR PRADESH | ₹3.2 Cr+₹28.5 L (9.67%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.3 Cr+₹31.2 L (10.6%)Rejected-Finance 152 A SAKET NAGAR HARBARA THANA GHUMANGANJ TEHSIL SADAR DISTRICT PRAYAGRAJ UTTAR PRADESH | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | ₹3.3 Cr+₹31.2 L (10.6%) | L3 | Rejected-Finance L3 |
| 4 | L4₹3.3 Cr+₹34.2 L (11.6%)Rejected-Finance 302 1 SHIVKUTI PRAYAGRAJ | ₹3.3 Cr+₹34.2 L (11.6%) | L4 | Rejected-Finance L4 |
| 5 | L5₹3.3 Cr+₹37.3 L (12.7%)Rejected-Finance | ₹3.3 Cr+₹37.3 L (12.7%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/S LAL MANI MISHRA THEKEDAR L10 | M/S KAMDHENU CONSTRUCTION L3 | Bansal Highway Infratech Pvt Ltd L11 | TRIVENI CONSTRACTION L7 | M/S DHYAN SINGH L5 | K.P. INFRASTRUCTURE L6 | M/s Vinod Kumar Pandey L4 | M/S SURYA KANT MISHRA L1 | M/S PAWAN KUMAR L8 | M/S SANJAI ENTERPRISES L9 | KHUSHI ENTERPRISES L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 12,750 | Sqm | 16 ₹2,04,000 | 8 ₹1,02,000 | 12 ₹1,53,000 | 4 ₹51,000 | 2 ₹25,500 | 13.83 ₹1,76,332.5 | 8 ₹1,02,000 | 1 ₹12,750 Lowest | 10 ₹1,27,500 | 4 ₹51,000 | 1 ₹12,750 Lowest |
| 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. | 1,227 | Cum | 46 ₹56,442 | 30 ₹36,810 | 80 ₹98,160 | 85 ₹1,04,295 | 20 ₹24,540 | 39.12 ₹48,000.24 | 35 ₹42,945 | 10 ₹12,270 Lowest | 15 ₹18,405 | 20 ₹24,540 | 35 ₹42,945 |
| 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. | 668 | Cum | 95 ₹63,460 | 60 ₹40,080 | 70 ₹46,760 | 98 ₹65,464 | 15 ₹10,020 | 76.96 ₹51,409.28 | 60 ₹40,080 | 10 ₹6,680 Lowest | 55 ₹36,740 | 20 ₹13,360 | 40 ₹26,720 |
| 4.00 | Construction of embankment with approved materials 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. | 2,063 | Cum | 85 ₹1,75,355 | 60 ₹1,23,780 | 110 ₹2,26,930 | 100 ₹2,06,300 | 40 ₹82,520 | 69.26 ₹1,42,883.38 | 60 ₹1,23,780 | 20 ₹41,260 Lowest | 50 ₹1,03,150 | 40 ₹82,520 | 50 ₹1,03,150 |
| 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. | 3,461 | Cum | 55 ₹1,90,355 | 35 ₹1,21,135 | 40 ₹1,38,440 | 125 ₹4,32,625 | 25 ₹86,525 | 44.89 ₹1,55,364.29 | 40 ₹1,38,440 | 20 ₹69,220 Lowest | 25 ₹86,525 | 40 ₹1,38,440 | 55 ₹1,90,355 |
| 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 complete in all respects as per MoRTH specification 305 & as per direction of Engineer-in-charge. | 3,224 | Cum | 95 ₹3,06,280 | 70 ₹2,25,680 | 140 ₹4,51,360 | 110 ₹3,54,640 | 55 ₹1,77,320 | 76.96 ₹2,48,119.04 | 70 ₹2,25,680 | 45 ₹1,45,080 Lowest | 50 ₹1,61,200 | 80 ₹2,57,920 | 60 ₹1,93,440 |
| 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. | 1,797 | Cum | 1,780 ₹31,98,660 | 1,250 ₹22,46,250 | 2,510 ₹45,10,470 | 1,525 ₹27,40,425 | 1,200 ₹21,56,400 | 1,520.51 ₹27,32,356.47 | 1,600 ₹28,75,200 | 1,400 ₹25,15,800 | 1,000 ₹17,97,000 Lowest | 1,700 ₹30,54,900 | 1,250 ₹22,46,250 |
| 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. | 3,142 | Cum | 2,650 ₹83,26,300 | 1,850 ₹58,12,700 | 2,900 ₹91,11,800 | 1,725 ₹54,19,950 | 2,400 ₹75,40,800 | 2,257.38 ₹70,92,687.96 | 1,900 ₹59,69,800 | 1,500 ₹47,13,000 | 2,000 ₹62,84,000 | 2,400 ₹75,40,800 | 1,300 ₹40,84,600 Lowest |
| 9.00 | Providing and applying Primer Coat with bitumen emulsion SS1 grade on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70kg/Sqm using mechanical means complete in all respect as per MoRTH Technical Specification Clause502 & as per direction of Engineer-in-charge. | 11,687 | Sqm | 32 ₹3,73,984 | 22 ₹2,57,114 | 28 ₹3,27,236 | 16 ₹1,86,992 | 25 ₹2,92,175 | 25.65 ₹2,99,771.55 | 25 ₹2,92,175 | 10 ₹1,16,870 Lowest | 25 ₹2,92,175 | 25 ₹2,92,175 | 25 ₹2,92,175 |
| 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 VG-30 @ 4.5 per cent of 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, as per direction of Engineer-in-charge. | 818 | Cum | 8,450 ₹69,12,100 | 8,500 ₹69,53,000 | 9,710 ₹79,42,780 | 9,300 ₹76,07,400 | 8,000 ₹65,44,000 | 7,202.59 ₹58,91,718.62 Lowest | 7,800 ₹63,80,400 | 7,800 ₹63,80,400 | 7,500 ₹61,35,000 | 7,800 ₹63,80,400 | 8,500 ₹69,53,000 |
Tender Value
₹5.3 Cr
EMD Value
₹10.5 L
Closing Date
15 Dec 2025, 3:00 pmClosed
SE PRYAGRAJ CIRCLE PWD PRAYAGRAJ
SE PRAYAGRAJ CIRCLE PWD PRAYAGRAJ
SORAON SE SAKARDAHA VIA HOLAGARH DAHIYAWA MARG KA AWASESH BHAG KE KM 13 POINT 225 SE KM 16 POINT 525 CHAUDIKARAN EWAM SUDRINIKARAN KA KARYA
2025_CEALD_1096518_1
470 CAMP NIVIDA 2025 Date 15-10-2025
Open Tender
Civil Works - Roads
Item Rate
365 days
SE PRAYAGRAJ CIRCLE PWD PRAYAGRAJ
REFER TENDER DOCUMENT
4 documents required · 4 mandatory
₹2,714
₹10.5 L
SE PRAYAGRAJ CIRCLE PWD PRAYAGRAJ
27 Jan 2026
6 Dec 2025
15 Dec 2025
6 Dec 2025
15 Dec 2025
6 Dec 2025
10 Dec 2025
Amount
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.
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.
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.
Construction of embankment with approved materials 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.
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.
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 complete in all respects as per MoRTH specification 305 & as per direction of Engineer-in-charge.
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.
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.
Providing and applying Primer Coat with bitumen emulsion SS1 grade on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70kg/Sqm using mechanical means complete in all respect as per MoRTH Technical Specification Clause502 & as per direction of Engineer-in-charge.
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 VG-30 @ 4.5 per cent of 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, as per direction of Engineer-in-charge.
Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20kg per sqm on the prepared granular surface cleaned with mechanical broom, complete in all respects as per MoRTH specification 503 & as per direction of Engineer-in-charge.
Providing and laying bituminous concrete 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 VG-30 @ 5.40 per cent of 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. 509 complete in all respects, & as per direction of Engineer-in-charge.
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 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 complete in all respects as per MoRTH specification 602 & as per direction of Engineer-in-charge.
Earth work in excavation of foundation of structures 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 approved material as per Morth specification 304 & as per direction of Engineer-in-charge.
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per morth specification 2100 & as per direction of Engineer-in-charge.
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specification as per morth specification 1300 & 2200 & as per direction of Engineer-in-charge.
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications As per morth specification 1300 & 2200 & as per direction of Engineer-in-charge.
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications as per morth specification 1300 & 2200 & as per direction of Engineer-in-charge.
S/l of 63-45 mm stone ballast in apron (hand packed) & top finished inclg cost of material labour T&P etc complete as per direction of Engineer-in-charge.
S/l of 350mm dia NP-3 H.P. culvert, complete in all respect Including supply of all materials, labour T&P etc required for proper completion of the work as per direction of Engineer-in-charge.
S/l of 600mm dia NP-3 H.P. culvert, complete in all respect Including supply of all materials, labour T&P etc required for proper completion of the work as per direction of Engineer-in-charge.
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC Grade M20)
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications as per morth specification 1600 & 2200 & as per direction of Engineer-in-charge.
KHUSHI ENTERPRISES (BID ID -5733765)
M/S KAMDHENU CONSTRUCTION (BID ID -5740349)
M/s Vinod Kumar Pandey (BID ID -5737571)
M/S DHYAN SINGH (BID ID -5742448)
K.P. INFRASTRUCTURE (BID ID -5748160)
TRIVENI CONSTRACTION (BID ID -5742149)
M/S PAWAN KUMAR (BID ID -5746986)
M/S SANJAI ENTERPRISES (BID ID -5736300)
M/S LAL MANI MISHRA THEKEDAR (BID ID -5739848)
Bansal Highway Infratech Pvt Ltd (BID ID -5741990)
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