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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹16.8 CrAccepted-AOC | ₹16.8 Cr | L-1 | Accepted-AOC Tender Accepted |
| 2 | L-2₹18.2 CrRejected-Finance | ₹18.2 Cr | L-2 | Rejected-Finance Being Higher rate |
| 3 | L-3₹19.1 CrRejected-Finance | ₹19.1 Cr | L-3 | Rejected-Finance Being Higher rate |
| 4 | L-4₹19.2 CrRejected-Finance HAJI CHAURAHA SHAMA VIHAR COLONY CHILLAWAN KANPUR ROAD SAROJINI NAGAR LUCKNOW UTTAR PRADESH | LUCKNOW | UTTAR PRADESH | 226001 | ₹19.2 Cr | L-4 | Rejected-Finance Being Higher rate |
| 5 | L-5₹20.1 CrRejected-Finance VILL SIDHIYAWA JAGDISHPUR AMETHI UP 227817 | JAGDISHPUR | AMETHI | UTTAR PRADESH | 227817 | ₹20.1 Cr | L-5 | Rejected-Finance Being Higher rate |
| Sl No | Description | Qty | Unit | M/s Ram Singh Agarwal L2 | SIDDHARTH CONSTRUCTION L7 | National Highway Const. Co L1 | M/S DEEPAK KUMAR AGARWAL L5 | A B ASSOCIATES L4 | M/s Raj Laxmi Enterprises L6 | M/s Nirbhay Constructions L3 | RAJEEV KUMAR CONTRACTOR PVT LTD L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 meet requirement of table 300-2. I/C Labour Cess but Excluding GST | 30,000 | cum | 65 ₹19.5 L | 3 ₹90,000 | 25 ₹7.5 L | 50 ₹15 L | 150 ₹45 L | 120 ₹36 L | 70 ₹21 L | 194 ₹58.2 L |
| 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 I/C Labour Cess but Excluding GST. | 10,400 | cum | 23 ₹2.4 L | 80 ₹8.3 L | 40 ₹4.2 L | 50 ₹5.2 L | 70 ₹7.3 L | 50 ₹5.2 L | 30 ₹3.1 L | 145.5 ₹15.1 L |
| 3.00 | 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) | 10,400 | cum | 40 ₹4.2 L | 100 ₹10.4 L | 10 ₹1.0 L | 50 ₹5.2 L | 100 ₹10.4 L | 50 ₹5.2 L | 30 ₹3.1 L | 169.75 ₹17.7 L |
| 4.00 | 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.I/C Labour Cess but Excluding GST | 9,935 | cum | 2,825 ₹2.8 Cr | 4,000 ₹4.0 Cr | 2,850 ₹2.8 Cr | 3,200 ₹3.2 Cr | 2,900 ₹2.9 Cr | 3,400 ₹3.4 Cr | 3,050 ₹3.0 Cr | 3,686 ₹3.7 Cr |
| 5.00 | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.I/C Labour Cess but Excluding GST | 21,320 | cum | 3,050 ₹6.5 Cr | 4,200 ₹9.0 Cr | 2,850 ₹6.1 Cr | 3,400 ₹7.2 Cr | 3,200 ₹6.8 Cr | 3,600 ₹7.7 Cr | 3,070 ₹6.5 Cr | 3,880 ₹8.3 Cr |
| 6.00 | Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. .I/C Labour Cess but Excluding GST | 67,320 | sqm | 22 ₹14.8 L | 35 ₹23.6 L | 25 ₹16.8 L | 32 ₹21.5 L | 30 ₹20.2 L | 35 ₹23.6 L | 12 ₹8.1 L | 33.95 ₹22.9 L |
| 7.00 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 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 .I/C Labour Cess but Excluding GST | 365 | cum | 7,200 ₹26.3 L | 7,500 ₹27.4 L | 5,200 ₹19.0 L | 8,000 ₹29.2 L | 7,500 ₹27.4 L | 8,000 ₹29.2 L | 8,000 ₹29.2 L | 7,566 ₹27.6 L |
| 8.00 | 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. I/C Labour Cess but Excluding GST | 5,050 | cum | 8,800 ₹4.4 Cr | 9,800 ₹4.9 Cr | 8,450 ₹4.3 Cr | 9,200 ₹4.6 Cr | 9,000 ₹4.5 Cr | 10,500 ₹5.3 Cr | 9,500 ₹4.8 Cr | 10,476 ₹5.3 Cr |
| 9.00 | Providing and applying tack coat with bitumen on Bitumenous Surface using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.I/C Labour Cess but Excluding GST | 67,319 | Sqm | 9.5 ₹6.4 L | 12 ₹8.1 L | 10 ₹6.7 L | 9 ₹6.1 L | 12 ₹8.1 L | 11 ₹7.4 L | 10 ₹6.7 L | 15.52 ₹10.4 L |
| 10.00 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent 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 with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.I/C Labour Cess but Excluding GST | 2,030 | Cum | 9,920 ₹2.0 Cr | 11,800 ₹2.4 Cr | 9,000 ₹1.8 Cr | 11,000 ₹2.2 Cr | 10,000 ₹2.0 Cr | 11,500 ₹2.3 Cr | 11,500 ₹2.3 Cr | 12,125 ₹2.5 Cr |
Tender Value
₹25.5 Cr
EMD Value
₹48.3 L
Closing Date
30 Dec 2025, 12:00 pmClosed
SE, Unnao Circle, Unnao
SE, Unnao Circle, Unnao
Widening of Strengthening work of Auras to Rahimabad Road (ODR) KM-1 to 11(600) in District Unnao with 05 Year Maintenance
2025_CEUCZ_1100585_1
6619/MT/1MT/ETender/UC/2025-26 date 11-12-2025
Open Tender
Civil Works - Roads
450 days
Unnao
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹48.3 L
Yes
SE, Unnao Circle, Unnao
18 Mar 2026
20 Dec 2025
30 Dec 2025
20 Dec 2025
30 Dec 2025
20 Dec 2025
22 Dec 2025
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. I/C Labour Cess but Excluding GST
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 I/C Labour Cess but Excluding GST.
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)
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.I/C Labour Cess but Excluding GST
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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.I/C Labour Cess but Excluding GST
Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. .I/C Labour Cess but Excluding GST
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 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 .I/C Labour Cess but Excluding GST
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. I/C Labour Cess but Excluding GST
Providing and applying tack coat with bitumen on Bitumenous Surface using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.I/C Labour Cess but Excluding GST
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent 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 with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.I/C Labour Cess but Excluding GST
Construction of Shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2. I/C Labour Cess but Excluding GST.
RCC Culvert Earthwork 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,brakfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.I/C Labour Cess but Excluding GST.
Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.I/C Labour Cess but Excluding GST.
Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and technical speficiations ..I/C Labour Cess but Excluding GST.
Providing and laying of weephole in brick massonary in abutment and wing wall with 100mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H towarddrawing force complete as per drawing and technical specification (MORTH &H-13.8/2706&2200) .I/C Labour Cess but Excluding GST.
Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5.I/C Labour Cess but Excluding GST.
Wearing Coat. I/C Labour Cess but Excluding GST.
Mild steel or iron in plain work such as in reinforced concrete / brick work (when not included in overall rates) wrought to required shape as necessary I/C bending for proper completion of the work and including supply of steel, it's wastage and hooks and authorized over lapping shall be measured. I/C Labour Cess but Excluding GST.
Stuck pointing with cement and fine sand of 1.25 fineness modulus morter on stone work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work.
Providing laying and packing brick bats as filter media behind abutment and wing wall including all material, labour and T&P etc complete
U-Type Drain 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 I/C Labour Cess but Excluding GST. I/C Labour Cess but Excluding GST.
U-Type Drain PCC 1:3:6 Grade leveling course below approach slab complete as per drawing and Technical specification I/C Labour Cess but Excluding GST.
U-Type Drain Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5.I/C Labour Cess but Excluding GST.
U-Type Drain Mild steel or iron in plain work such as in reinforced concrete / brick work (when not included in overall rates) wrought to required shape as necessary I/C bending for proper completion of the work and including supply of steel, it's wastage and hooks and authorized over lapping shall be measured..I/C Labour Cess but Excluding GST.
Maintenance Cost for 5 Years from the Actual Date of Complition. Ist Year Mantenance Amount will be Zero II nd Year @ 0.25%
III rd Year @ 0.50%
IV th Year @ 0.75%
V th Year @ 1.00%
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