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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 CrAccepted-AOC | ₹5.8 Cr | L1 | Accepted-AOC Financial Bid Accepted by the committee |
| 2 | L2₹6.0 CrRejected-Finance MAINPURI | UTTAR PRADESH | 209720 | ₹6.0 Cr | L2 | Rejected-Finance Rejected being higher rate |
| 3 | L3₹6.2 CrRejected-Finance PATHANPURA RATH DISTRICT HAMIRPUR | HAMIRPUR | UTTAR PRADESH | 210301 | ₹6.2 Cr | L3 | Rejected-Finance Rejected being higher rate |
| 4 | L4₹6.4 CrRejected-Finance | ₹6.4 Cr | L4 | Rejected-Finance Rejected being higher rate |
| 5 | L5₹6.5 CrRejected-Finance 17 SADAR BAZAR JHANSI 284001 | JHANSI | JHANSI | UTTAR PRADESH | 284001 | ₹6.5 Cr | L5 | Rejected-Finance Rejected being higher rate |
| Sl No | Description | Qty | Unit | M/s Shubh Enterprises L7 | Garg Trading Company L5 | JAINENDRA SINGH L6 | M/s Shree Nath Ji Constructions L2 | KHAJURAHO CONSTRUCTION L1 | M/s Suresh Chand Gupta L4 | Tomar Construction And Suppliars L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 | 11,250 | cum | 54.27 ₹6.1 L | 50 ₹5.6 L | 20 ₹2.3 L | 40 ₹4.5 L | 45.2 ₹5.1 L | 47.03 ₹5.3 L | 60 ₹6.8 L |
| 2.00 | 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 340-2. | 11,250 | cum | 59.13 ₹6.7 L | 54 ₹6.1 L | 40 ₹4.5 L | 40 ₹4.5 L | 49.05 ₹5.5 L | 51.25 ₹5.8 L | 50 ₹5.6 L |
| 3.00 | GSB
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 as per clause 401 | 7,937 | cum | 1,863.72 ₹1.5 Cr | 2,000 ₹1.6 Cr | 1,800 ₹1.4 Cr | 1,700 ₹1.3 Cr | 1,545.66 ₹1.2 Cr | 2,070.5 ₹1.6 Cr | 1,500 ₹1.2 Cr |
| 4.00 | WMM
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. | 3,549 | cum | 2,255.48 ₹80.0 L | 2,500 ₹88.7 L | 2,000 ₹71.0 L | 2,200 ₹78.1 L | 1,871.23 ₹66.4 L | 2,505.1 ₹88.9 L | 2,000 ₹71.0 L |
| 5.00 | 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 0.60 kg/sqm using mechanical means. | 23,665 | cum | 35.19 ₹8.3 L | 39 ₹9.2 L | 25 ₹5.9 L | 35 ₹8.3 L | 29.12 ₹6.9 L | 30.5 ₹7.2 L | 30 ₹7.1 L |
| 6.00 | DGBM
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. | 1,516 | cum | 7,690.5 ₹1.2 Cr | 8,500 ₹1.3 Cr | 9,000 ₹1.4 Cr | 7,800 ₹1.2 Cr | 6,380.55 ₹96.7 L | 5,665.1 ₹85.9 L | 7,500 ₹1.1 Cr |
| 7.00 | Tack
Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 23,665 | sqm | 10.08 ₹2.4 L | 9 ₹2.1 L | 10 ₹2.4 L | 10 ₹2.4 L | 8.21 ₹1.9 L | 8.74 ₹2.1 L | 10 ₹2.4 L |
| 8.00 | BC
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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 | 1,332 | cum | 8,795.79 ₹1.2 Cr | 9,700 ₹1.3 Cr | 10,000 ₹1.3 Cr | 8,800 ₹1.2 Cr | 7,297.49 ₹97.2 L | 6,623.1 ₹88.2 L | 9,000 ₹1.2 Cr |
| 9.00 | Providing and Laying of Rubble moulded Zig Zag Interlocking Concrete Block Pavements having thickness 100 mm as per drawings and MORD Technical Specification Clause 1504.Having > 40 MPA Compressive Strength As per SOR Ch-6 item no-6.7(3) | 9,400 | sqm | 818.1 ₹76.9 L | 300 ₹28.2 L | 500 ₹47 L | 700 ₹65.8 L | 678.75 ₹63.8 L | 609.1 ₹57.3 L | 700 ₹65.8 L |
| 10.00 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres | 456 | cum | 615.24 ₹2.8 L | 564 ₹2.6 L | 400 ₹1.8 L | 150 ₹68,400 | 509.99 ₹2.3 L | 533.21 ₹2.4 L | 500 ₹2.3 L |
Updated dates
Tender Value
₹7.8 Cr
EMD Value
₹15.7 L
Closing Date
16 Dec 2025, 12:00 pmClosed
S.E., Hamirpur Circle PWD Hamirpur
S.E., Hamirpur Circle PWD Hamirpur
Construction work of four lane road from Parmanand Chowk to Jhalkaribai Tiraha
2025_CEBAN_1088673_1
1926/30C-Hamirpur Circle/2025 Date 10.10.2025
Open Tender
Civil Works - Roads
365 days
PD PWD Mahoba
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,250
₹15.7 L
S.E., Hamirpur Circle PWD Hamirpur
6 Feb 2026
7 Nov 2025
16 Dec 2025
7 Nov 2025
16 Dec 2025
7 Nov 2025
13 Nov 2025
Amount
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
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 340-2.
GSB 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 as per clause 401
WMM 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.
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 0.60 kg/sqm using mechanical means.
DGBM 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.
Tack Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
BC Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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
Providing and Laying of Rubble moulded Zig Zag Interlocking Concrete Block Pavements having thickness 100 mm as per drawings and MORD Technical Specification Clause 1504.Having > 40 MPA Compressive Strength As per SOR Ch-6 item no-6.7(3)
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Earth work in excavaton of foundation of structrures 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.
Sand Filling in Foundation Trenches as per Drawing & Technical Specifiation
Beding for pipe Laying Reinforced Cement concrete pipe NP4/ Prestressed Concrete Pipe for culverts on first Class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and mosonry works, in head walls and parapets. (1000mm)
Beding for pipe Laying Reinforced Cement concrete pipe NP4/ Prestressed Concrete Pipe for culverts on first Class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and mosonry works, in head walls and parapets.(2x1000mm)
Providing and laying reinforced Cement Concrete Pipe NP-3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head walls and parapets Clause 1106. (600 mm dia)
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.
Stone Masonry work in cement Mortar 1:3 in foundation complete as per drawing and Technical specifications. (RCR)
Pointing with cement mortar (1:3) on brick work in substructure as per Technical Specifications
Plain/Reinforced Cement Concrete in open foundation complete as per Drawing and Technical Specifications.PCC Grade M15 using batching plan & manual placing (1:2:4)
RCC Grade M20 using batching plant transit mixer & Manual placing (1:1.5:3)
Plastering with cement mortar (1:3) on brick work in sub- structure as per Technical Specificaton
Supplying, Fitting and placing Un-coated HYSD bar Reinforcement in foundation compete as per Drawing and Technical Specifications.
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less then 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
Dewatering tunnel by pumping out water collected by natural drainage inside tunnel including Dewatering in tunnel by pumping out water collected by natural drainage inside tunnel including providing sump wherever necessary, cost of all meterials, machinery, labour, drainage and all other ancillary operations etc, complete.
Providing weep holes in Brick asonry/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV : 20H towards drawing face. Complete as per drawing and Technical specifications
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. as per DSR 2023 Code No- 13.80
Finishing walls with texturd exterior paint of required shade New work (Two of more coats applied @ 3.28 itr/10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg /10 sqmCode No- 13.45
Maintainance Charge including @ Earth Work, repair of painted /C.C. surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 35 (Excluding G.S.T.) Maintainance of First Year (@ 0.00% of Total Work Amount of 1 to 27)
Maintainance Charge including @ Earth Work, repair of painted /C.C. surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 35 (Excluding G.S.T.) Maintainance of First Year (@ 0.25% of Total Work Amount of 1 to 27)
Maintainance Charge including @ Earth Work, repair of painted/C.C. surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 35 (Excluding G.S.T.) Maintainance of First Year (@ 0.50% of Total Work Amount of 1 to 27)
Maintainance Charge including @ Earth Work, repair of painted /C.C. surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 35 (Excluding G.S.T.) Maintainance of First Year (@ 0.75% of Total Work Amount of 1 to 27)
Maintainance Charge including @ Earth Work, repair of painted/C.C. surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 35 (Excluding G.S.T.) Maintainance of First Year (@ 1.00% of Total Work Amount of 1 to 27)
M/s Shree Nath Ji Constructions (BID ID -5750289)
Tomar Construction And Suppliars (BID ID -5749468)
M/s Suresh Chand Gupta (BID ID -5691645)
Garg Trading Company (BID ID -5749818)
JAINENDRA SINGH (BID ID -5749839)
M/s Shubh Enterprises (BID ID -5738347)
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