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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 CrAccepted-AOC G 133 SECTOR DELTA II GREATER NOIDA DISTT GAUTAM BUDH NAGAR | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201008 | ₹12.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹12.9 CrRejected-Finance MOH HUSAINPURA SHAHJAHANPUR | ₹12.9 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹12.9 CrRejected-Finance | ₹12.9 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹13.1 CrRejected-Finance C BLOCK VISHAL ENCLAVE NEW DELHI 27 | NEW DELHI | DELHI | 110001 | ₹13.1 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹16.2 CrRejected-Finance | ₹16.2 Cr | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/s Shri Ganesh Enterprises L2 | M/S A.S.TRADERS L5 | M/S ANMOL TRADERS L3 | AKHILESH KUMAR PATHAK L6 | rohit construction company L4 | M/S LAXMI BUILDERS L1 |
|---|---|---|---|---|---|---|---|---|---|
| 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.
(Including labour Cess & Excluding GST) | 24,000 | Cum | 50 ₹12 L | 80 ₹19.2 L | 12 ₹2.9 L | 120 ₹28.8 L | 25 ₹6 L | 92.62 ₹22.2 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
(Including labour Cess & Excluding GST) | 7,076.4 | Cum | 40 ₹2.8 L | 50 ₹3.5 L | 55 ₹3.9 L | 60 ₹4.2 L | 20 ₹1.4 L | 42.25 ₹3.0 L |
| 3.00 | 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. Compaction only.
(Including labour Cess & Excluding GST) | 7,076.4 | Cum | 80 ₹5.7 L | 65 ₹4.6 L | 50 ₹3.5 L | 70 ₹5.0 L | 25 ₹1.8 L | 50.44 ₹3.6 L |
| 4.00 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401
(Including labour Cess & Excluding GST) | 6,800 | Cum | 3,750 ₹2.5 Cr | 4,850 ₹3.3 Cr | 3,900 ₹2.7 Cr | 5,100 ₹3.5 Cr | 3,500 ₹2.4 Cr | 3,659.3 ₹2.5 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.
(Including labour Cess & Excluding GST) | 7,040 | Cum | 4,000 ₹2.8 Cr | 4,950 ₹3.5 Cr | 4,900 ₹3.4 Cr | 5,450 ₹3.8 Cr | 4,000 ₹2.8 Cr | 3,962.94 ₹2.8 Cr |
| 6.00 | Primer coat with SS-2 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 Emulsion and labour Cess but Excluding GST) | 66,500 | Sqm | 10 ₹6.7 L | 40 ₹26.6 L | 15 ₹10.0 L | 40 ₹26.6 L | 25 ₹16.6 L | 28.86 ₹19.2 L |
| 7.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30)@ 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.
(Grade-2)
(Including Bitumen and labour Cess but Excluding GST) | 3,320 | Cum | 9,200 ₹3.1 Cr | 12,000 ₹4.0 Cr | 8,800 ₹2.9 Cr | 12,300 ₹4.1 Cr | 9,500 ₹3.2 Cr | 8,274.23 ₹2.7 Cr |
| 8.00 | Providing and applying tack coat with bitumen (VG-10) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
(Including Bitumen and labour Cess but Excluding GST) | 66,500 | Sqm | 5 ₹3.3 L | 10 ₹6.7 L | 8 ₹5.3 L | 10 ₹6.7 L | 12 ₹8.0 L | 8.48 ₹5.6 L |
| 9.00 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(VG-30) @ 5.4 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
(Grade-2)
(Including Bitumen and labour Cess but Excluding GST) | 1,990 | Cum | 10,200 ₹2.0 Cr | 13,000 ₹2.6 Cr | 11,500 ₹2.3 Cr | 13,600 ₹2.7 Cr | 12,000 ₹2.4 Cr | 9,256.18 ₹1.8 Cr |
| 10.00 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2
(Including labour Cess & Excluding GST) | 8,536.78 | Cum | 100 ₹8.5 L | 110 ₹9.4 L | 8 ₹68,294.24 | 125 ₹10.7 L | 20 ₹1.7 L | 92.62 ₹7.9 L |
Tender Value
Refer Docs
EMD Value
₹30 L
Closing Date
9 Feb 2026, 12:00 pmClosed
S. E. UNNAO CIRCLE, PWD UNNAO
OFFICE OF S. E. UNNAO CIRCLE, PWD UNNAO
WIDENING AND STRENGTHENING OF ANJHI SHAHABAD JAMURA ROAD (ODR) (LENGTH 14.00 KM) IN DISTT. HARDOI IN F.Y. 2025-26. (WITH FIVE YEARS MAINTENANCE)
2026_CEUCZ_1112044_1
392M/1MT/ ETENDER/UC/25-26 DATE 24-01-2026
Open Tender
Civil Works
365 days
HARDOI
WIDENING AND STRENGTHENING OF ANJHI SHAHABAD JAMURA ROAD (ODR) (LENGTH 14.00 KM) IN DISTT. HARDOI IN F.Y. 2025-26. (WITH FIVE YEARS MAINTENANCE)
2 documents required · 2 mandatory
₹2,714
₹30 L
Yes
OFFICE OF S. E. UNNAO CIRCLE, PWD UNNAO
16 Mar 2026
3 Feb 2026
9 Feb 2026
3 Feb 2026
9 Feb 2026
3 Feb 2026
4 Feb 2026
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 Cess & 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 (Including labour Cess & Excluding GST)
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. Compaction only. (Including labour Cess & Excluding GST)
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 (Including labour Cess & 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. (Including labour Cess & Excluding GST)
Primer coat with SS-2 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 Emulsion and 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 (VG-30)@ 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. (Grade-2) (Including Bitumen and labour Cess but Excluding GST)
Providing and applying tack coat with bitumen (VG-10) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Including Bitumen and 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(VG-30) @ 5.4 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 (Grade-2) (Including Bitumen and labour Cess but Excluding GST)
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 (Including labour Cess & Excluding GST)
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 (For Carted Earth Work) (Including labour Cess & Excluding GST)
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 25 mm.....as per drawaing.( M 30) (Including labour Cess & 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 . (Including labour Cess & Excluding GST)
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. (Including labour Cess & Excluding GST)
Laying reinforced cement concrement pipe of 1000 mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets (Including labour Cess & Excluding GST)
Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and technical speficiations . (Including labour Cess & Excluding GST)
Furnishing and placing reinforced cement concrete in super structure as per drawing and Technical Specifications.clauses 800, 1205.4 and 1205.5 ( M 20) (Including labour Cess & Excluding GST)
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (Including labour Cess & Excluding GST)
Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification. (Including labour Cess & Excluding GST)
Laying ( first class) Bedding on well compacted sand, moorum approved granural material as per clouse 1105 (ii). (Including labour Cess & Excluding GST)
Plastering with cement mortar (1:3) in substructure/superstracutre as per technical specification. (Including labour Cess & Excluding GST)
Plain cement concrete 1:2:4 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. (Including labour Cess & Excluding GST)
Maintenance of Constructed Road for next Five Year after the actual date of completion,Total maintenace Cost 2.50% of BOQ shall be paid in the form of installment as below,The payment shall be the inclusive of cess but Excluding GST,Payment shall be done as per satisfaction of Engineer-in-Charge regarding maintenance work carried out by Contractor. (i) From Completion of 1 Year to 2nd Year 0.25% of Bill Amount.
(ii) 2nd Year to 3rd Year 0.50% of Bill Amount.
(iii) 3rd Year to 4th Year 0.75% of Bill Amount.
(iv) 4th Year to 5th Year 1.00% of Bill Amount.
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