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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.1 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹55.3 Cr+₹2.2 Cr (4.08%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹56.5 Cr+₹3.4 Cr (6.38%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹60.4 Cr+₹7.3 Cr (13.7%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹61.8 Cr+₹8.7 Cr (16.3%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | GANESH PRASAD KHETAN L1 | HES INFRA PRIVATE LIMITED L2 | AmarInfrastructure Ltd L4 | M/s. B. B. VERMA L5 | KANHAIYA LAL AGRAWAL L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land .(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.)
(ii) By Mechanical Meansby by Dozer
A. In area of light jungle | 12.91 | hect. | 25,595 ₹3,30,329 Lowest | 85,478 ₹11,03,179 | 80,000 ₹10,32,480 | 45,000 ₹5,80,770 | 30,000 ₹3,87,180 |
| 2.00 | Compacting Original Ground
Case-I : Compacting original ground supporting embankment (Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.) as per clause 305.3.4. | 9,450 | cum. | 15 ₹1,41,750 Lowest | 58 ₹5,48,100 | 50 ₹4,72,500 | 25 ₹2,36,250 | 50 ₹4,72,500 |
| 3.00 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (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 as per relevant clauses. | 78,400 | cum. | 15 ₹11,76,000 Lowest | 68 ₹53,31,200 | 60 ₹47,04,000 | 145 ₹1,13,68,000 | 100 ₹78,40,000 |
| 4.00 | Excavation in Ordinary Rock with Dozer with lead upto 1000 metres (Excavation for roadway in ordinary rock by deploying a dozer, including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections as per relevant clauses of section 300) | 36,400 | cum | 25 ₹9,10,000 Lowest | 150 ₹54,60,000 | 170 ₹61,88,000 | 100 ₹36,40,000 | 250 ₹91,00,000 |
| 5.00 | Excavation in Hard Rock (blasting prohibited) (Excavation for roadwork in Hard Rock (blasting prohibited) 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 1000 m as per relevant clauses of section 300)
A. Mechanised | 18,200 | cum. | 25 ₹4,55,000 Lowest | 758 ₹1,37,95,600 | 700 ₹1,27,40,000 | 600 ₹1,09,20,000 | 450 ₹81,90,000 |
| 6.00 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material / selected soil having effective CBR > 5 ( unless specified otherwise in contract ) 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) as per clause 305. | 29,400 | cum. | 15 ₹4,41,000 Lowest | 60 ₹17,64,000 | 80 ₹23,52,000 | 50 ₹14,70,000 | 210 ₹61,74,000 |
| 7.00 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material / selected soil having effective CBR > 5 ( unless specified otherwise in contract ) 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) as per clause 305. | 77,633.1 | cum. | 315 ₹2,44,54,427 | 292 ₹2,26,68,865 | 326 ₹2,53,08,391 | 170 ₹1,31,97,627 Lowest | 170 ₹1,31,97,627 Lowest |
| 8.00 | Construction of Sub-grade with Material Obtained from Borrow Pits (Construction of sub-grade with approved material / selected soil having effective CBR > 8 ( unless specified otherwise in contract ) 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) as per clause 305. | 88,002.18 | cum | 275 ₹2,42,00,600 | 300 ₹2,64,00,654 | 336 ₹2,95,68,732 | 175 ₹1,54,00,382 Lowest | 250 ₹2,20,00,545 |
| 9.00 | Granular Sub-base with Close Graded Material (Table:- 400-1)
A) Plant Mix Method with Mechanically crushed stone only(Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )
ii) for grading- II Material | 1,104 | cum | 995 ₹10,98,480 Lowest | 1,520 ₹16,78,080 | 2,000 ₹22,08,000 | 2,500 ₹27,60,000 | 2,600 ₹28,70,400 |
| 10.00 | GSB grading-III Material | 11,670.12 | cum | 1,895 ₹2,21,14,877 | 1,721 ₹2,00,84,277 Lowest | 2,196 ₹2,56,27,584 | 2,500 ₹2,91,75,300 | 2,400 ₹2,80,08,288 |
Tender Value
₹71.0 Cr
EMD Value
₹71.0 L
Closing Date
14 Jul 2025, 5:30 pmClosed
CE, NH Zone, PWD, Raipur
CE, NH Zone, PWD, Raipur
Construction and Up- gradation to Two lane with paved shoulder In km 105.330 to 112.500 total length 7.170 km Kutul to Nilangur Maharashtra Border Road of NH-130D PKG-4 (PART-3) in the State of Chhattisgarh.
2025_MoRTH_862178_1
33/CE/NH/TC/44-16/2025
Open Tender
Civil Works - Highways
Item Rate
540 days
Kutul
As per tender document
9 documents required · 9 mandatory
₹11,800
Regional Pay and account officer, MoRTH, Raipur
₹71.0 L
CE, NH Zone, PWD, Raipur
13 Sept 2025
30 May 2025
16 Jul 2025
30 May 2025
14 Jul 2025
30 May 2025
30 May 2025 - 18 Jun 2025
18 Jun 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and Grubbing Road Land .(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.)
(ii) By Mechanical Meansby by Dozer
A. In area of light jungle | - | hect. | 100 | - |
| 2 | Compacting Original Ground
Case-I : Compacting original ground supporting embankment (Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.) as per clause 305.3.4. | 9,450 | cum. | 100 | ₹9,45,000 |
| 3 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (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 as per relevant clauses. | 78,400 | cum. | 100 | ₹78,40,000 |
| 4 | Excavation in Ordinary Rock with Dozer with lead upto 1000 metres (Excavation for roadway in ordinary rock by deploying a dozer, including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections as per relevant clauses of section 300) | 36,400 | cum | 100 | ₹36,40,000 |
| 5 | Excavation in Hard Rock (blasting prohibited) (Excavation for roadwork in Hard Rock (blasting prohibited) 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 1000 m as per relevant clauses of section 300)
A. Mechanised | 18,200 | cum. | 100 | ₹18,20,000 |
| 6 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material / selected soil having effective CBR > 5 ( unless specified otherwise in contract ) 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) as per clause 305. | 29,400 | cum. | 100 | ₹29,40,000 |
| 7 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material / selected soil having effective CBR > 5 ( unless specified otherwise in contract ) 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) as per clause 305. | 77,633.1 | cum. | 100 | ₹77,63,310 |
| 8 | Construction of Sub-grade with Material Obtained from Borrow Pits (Construction of sub-grade with approved material / selected soil having effective CBR > 8 ( unless specified otherwise in contract ) 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) as per clause 305. | 88,002.18 | cum | 100 | ₹88,00,218 |
| 9 | Granular Sub-base with Close Graded Material (Table:- 400-1)
A) Plant Mix Method with Mechanically crushed stone only(Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )
ii) for grading- II Material | 1,104 | cum | 100 | ₹1,10,400 |
| 10 | GSB grading-III Material | 11,670.12 | cum | 100 | ₹11,67,012 |
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