Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC | ₹2.6 Cr | L1 | Accepted-AOC Preparation Bond for Rs. 25675635.00 Only |
| 2 | L2₹2.6 Cr+₹4.0 L (1.55%)Rejected-Finance 7C GOVIND NAGAR MATHURA | MATHURA | ₹2.6 Cr+₹4.0 L (1.55%) | L2 | Rejected-Finance Rejected due to higher Rates |
| 3 | L3₹2.6 Cr+₹5.3 L (2.06%)Rejected-Finance 42 141C KRISHNA KUNJ HALWAI KI BAGHICHI AGRA | AGRA | AGRA | UTTAR PRADESH | ₹2.6 Cr+₹5.3 L (2.06%) | L3 | Rejected-Finance Rejected due to higher Rates |
| 4 | L4₹3.1 Cr+₹49.4 L (19.2%)Rejected-Finance 33 73 LATAKUNJ AJMER ROAD BALUGANJ AGRA 282001 | AGRA | UTTAR PRADESH | 282001 | ₹3.1 Cr+₹49.4 L (19.2%) | L4 | Rejected-Finance Rejected due to higher Rates |
| 5 | L5₹3.4 Cr+₹85.1 L (33.2%)Rejected-Finance | ₹3.4 Cr+₹85.1 L (33.2%) | L5 | Rejected-Finance Rejected due to higher Rates |
| Sl No | Description | Qty | Unit | M/s Akash Deep Construction Compnay L2 | HARIBHAN SINGH CONTRACTOR L3 | M/S SHREE RAM CONSTRUCTION L4 | SHREE RAM STONE SUPPLIERS PRIVATE LIMITED L5 | M/S G.G. INFRATECH L1 | MUNNA LAL GUPTA CONTRACTOR L6 |
|---|---|---|---|---|---|---|---|---|---|
| 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 | 2,100 | Cum | 30 ₹63,000 | 25 ₹52,500 | 40 ₹84,000 | 20 ₹42,000 Lowest | 40 ₹84,000 | 70 ₹1,47,000 |
| 2.00 | Scarifying the existing bituminous surface to a depth of 50mm and disposal of scarified material within all lifts and leads upto 1000 meters. | 6,000 | Sqm | 5 ₹30,000 | 3 ₹18,000 Lowest | 20 ₹1,20,000 | 5 ₹30,000 | 5 ₹30,000 | 5 ₹30,000 |
| 3.00 | Construction of granular sub-base by providing granular 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. As per MoRT&H clause 401(b). | 1,710 | Cum | 1,800 ₹30,78,000 | 1,825 ₹31,20,750 | 2,200 ₹37,62,000 | 2,600 ₹44,46,000 | 1,700 ₹29,07,000 Lowest | 3,000 ₹51,30,000 |
| 4.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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. as per MoRT&H Specification 406. (In Two Layers) | 3,850 | Cum | 1,800 ₹69,30,000 | 1,850 ₹71,22,500 | 2,450 ₹94,32,500 | 2,800 ₹1,07,80,000 | 1,750 ₹67,37,500 Lowest | 3,000 ₹1,15,50,000 |
| 5.00 | Providing & applying Primer Coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spreading primer at the rate of 0.70 Kg./Sqm. Using machanical means. Before Applying prime coat, the surface will be cleaned with Mechanical broom and water will also be sprinkled with water tanker to keep the surface Moist. The Prime coat will be applied 24 hrsbefore the application of bituminous course including all Taxes, Material, Labour, T&P etc required for proper completion of the work. | 22,000 | Sqm | 10 ₹2,20,000 Lowest | 15 ₹3,30,000 | 32 ₹7,04,000 | 25 ₹5,50,000 | 15 ₹3,30,000 | 25 ₹5,50,000 |
| 6.00 | Providing and laying dense graded bituminous macadam 100-120 TPH HMP producing an per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent Grading-II by weight of total mix and filler, transporting the hot mix to work site, laying with a 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. | 1,100 | Cum | 7,900 ₹86,90,000 | 7,800 ₹85,80,000 | 8,200 ₹90,20,000 | 9,000 ₹99,00,000 | 7,500 ₹82,50,000 Lowest | 9,500 ₹1,04,50,000 |
| 7.00 | 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/granular surface cleaned with mechanical broom. | 22,000 | Sqm | 5 ₹1,10,000 Lowest | 9 ₹1,98,000 | 11 ₹2,42,000 | 8 ₹1,76,000 | 10 ₹2,20,000 | 11 ₹2,42,000 |
| 8.00 | Providing and laying bituminous concrete with higher capacity 100-120 TPH hot mix plant using crushed aggregates of specified grading-II, premixed with bituminous binder VG-30 @ 5.40% 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 | 660 | Cum | 8,600 ₹56,76,000 | 9,000 ₹59,40,000 | 9,200 ₹60,72,000 | 10,000 ₹66,00,000 | 8,500 ₹56,10,000 Lowest | 10,000 ₹66,00,000 |
| 9.00 | 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, 3.16 | 3,000 | Cum | 60 ₹1,80,000 | 20 ₹60,000 Lowest | 45 ₹1,35,000 | 70 ₹2,10,000 | 80 ₹2,40,000 | 100 ₹3,00,000 |
| 10.00 | 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. | 2,160 | Cum | 60 ₹1,29,600 | 20 ₹43,200 Lowest | 45 ₹97,200 | 70 ₹1,51,200 | 40 ₹86,400 | 50 ₹1,08,000 |
Tender Value
₹4.1 Cr
EMD Value
₹8.2 L
Closing Date
26 Mar 2025, 12:00 pmClosed
Superintending Engineer
Office Of The Superintending Engineer Agra Circle 198 Takkar Road Pwd Agra
Widening and strengthening work of NH-2 Bhagupur to Agwar Nagla Mani Garhi Prithvi Lakhnamai And Sintara Village Road
2025_CEAGR_1019905_1
1578/14M-AC/2024 dated 12-03-2025
Open Tender
Civil Works
Item Wise
365 days
Agra
Widening and strengthening work
2 documents required · 2 mandatory
₹2,360
₹8.2 L
Yes
Agar
13 Oct 2025
21 Mar 2025
26 Mar 2025
21 Mar 2025
26 Mar 2025
21 Mar 2025
22 Mar 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
Scarifying the existing bituminous surface to a depth of 50mm and disposal of scarified material within all lifts and leads upto 1000 meters.
Construction of granular sub-base by providing granular 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. As per MoRT&H clause 401(b).
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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. as per MoRT&H Specification 406. (In Two Layers)
Providing & applying Primer Coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spreading primer at the rate of 0.70 Kg./Sqm. Using machanical means. Before Applying prime coat, the surface will be cleaned with Mechanical broom and water will also be sprinkled with water tanker to keep the surface Moist. The Prime coat will be applied 24 hrsbefore the application of bituminous course including all Taxes, Material, Labour, T&P etc required for proper completion of the work.
Providing and laying dense graded bituminous macadam 100-120 TPH HMP producing an per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent Grading-II by weight of total mix and filler, transporting the hot mix to work site, laying with a 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.
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/granular surface cleaned with mechanical broom.
Providing and laying bituminous concrete with higher capacity 100-120 TPH hot mix plant using crushed aggregates of specified grading-II, premixed with bituminous binder VG-30 @ 5.40% 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
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, 3.16
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.
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, 3.18
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. (By carted earth)
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 (By carted earth)
Maintenance Charge including @ Earth Work, repair of painted surface,(Bituminous) Earth Work on patri, Drain, Culvert etc as per Direction of E/I for the period of Five Year from the actual completion of work. including royalty on materials. GST shall be paid extra as applicable at the time of payment.
Maintenance of First Year (@ 0.00% of Total Work Amount of 1 to 13)
Maintenance of Second Year (@0.25% of Total Work Amount of 1 to 13)
Maintenance of Third Year (@0.50% of Total Work Amount of 1 to 13)
Maintenance of Fourth Year (@0.75% of Total Work Amount of 1 to 13)
Maintenance of Fifth Year (@1% of Total Work Amount of 1 to 13)
M/s Akash Deep Construction Compnay (BID ID -5074827)
HARIBHAN SINGH CONTRACTOR (BID ID -5079428)
M/S SHREE RAM CONSTRUCTION (BID ID -5079548)
SHREE RAM STONE SUPPLIERS PRIVATE LIMITED (BID ID -5079769)
MUNNA LAL GUPTA CONTRACTOR (BID ID -5078872)
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .