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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹117.8 CrAdmitted-Finance COLLEGE ROAD JASHPUR NAGAR CHHATTISGARH 496331 | JASHPUR NAGAR | JASHPUR | CHHATTISGARH | 496331 | ₹117.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹121.4 Cr+₹3.6 Cr (3.07%)Admitted-Finance AT CHAND MARKET COMPLEX N H 6 P O P S BARGARH DISTRICT BARGARH ODISHA | BARGARH | BARGARH | ODISHA | ₹121.4 Cr+₹3.6 Cr (3.07%) | L2 | Admitted-Finance |
| 3 | L3₹145.5 Cr+₹27.7 Cr (23.5%)Admitted-Finance AT PO BELPAHAR DIST JHARSUGUDA ODISHA 768217 | JHARSUGUDA | ODISHA | 768217 | ₹145.5 Cr+₹27.7 Cr (23.5%) | L3 | Admitted-Finance |
| 4 | L4₹146.5 Cr+₹28.7 Cr (24.4%)Admitted-Finance | ₹146.5 Cr+₹28.7 Cr (24.4%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical MKC HOUSE 10 SHIV NAGAR ANJAR RING ROAD OPP GALIB MILL ANJAR KUTCH GUJARAT PINCODE 370110 SE EMAIL ID TENDER MKCIL IN | - | - | Not Admitted-Fee/PreQual/Technical Others-Affidavit as per format provided on clause 3.1 of Section-2 (Qualification Information) required as per section 4 of IFB not received in physical envelope. |
| Sl No | Description | Qty | Unit | M/s Vinod Kumar Jain L1 | M/s. B. B. VERMA L4 | SIDHI BINAYAK INFRASTRUCTURE PVT. LTD L2 | Shree Balaji Engicons Limited 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.)
(iii)-(By Mechanical Means using by motor Grader)
(A)-In area of light jungle
For carriageway - 8.805
Truck lay & Bus bays 4.704 | 13.51 | Hectare | 25,000 ₹3,37,711 | 9,000 ₹1,21,576 Lowest | 40,680 ₹5,49,524 | 60,000 ₹8,10,507 |
| 2.00 | Scarifying existing bituminous surface to a depth of 50 mm by mechanical means ( using Hydraulic excavator) (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres as per clause 305.4.3) | 14,270 | Sqm | 20 ₹2,85,400 | 40 ₹5,70,800 | 23 ₹3,28,210 | 12 ₹1,71,240 Lowest |
| 3.00 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)
(By Mechanical Means)
(Bituminous course) | 381.3 | Cum | 100 ₹38,130 Lowest | 500 ₹1,90,652 | 542 ₹2,06,667 | 300 ₹1,14,391 |
| 4.00 | 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 of section 300) | 75,282.81 | Cum | 30 ₹22,58,484 Lowest | 90 ₹67,75,453 | 50 ₹37,64,140 | 100 ₹75,28,281 |
| 5.00 | Excavation for Structures (Earth Work 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 and backfiling with approved materials).
Ordinary Soil
(B. Mechanical Means (ii) Depth 3 m to 6 m | 8.75 | Cum | 50 ₹438 Lowest | 150 ₹1,313 | 146 ₹1,278 | 100 ₹875 |
| 6.00 | Compacting original ground supporting sub-grade (Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.) as per clause 305.3.4. | 1,966.5 | Cum | 12 ₹23,598 Lowest | 22 ₹43,263 | 50 ₹98,325 | 50 ₹98,325 |
| 7.00 | Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having effective CBR > 5 ( unless specified otherwise in contract ) 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) as per clause 305. | 1,114.35 | Cum | 40 ₹44,574 Lowest | 80 ₹89,148 | 80 ₹89,148 | 90 ₹1,00,292 |
| 8.00 | 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. | 1,16,194.82 | Cum | 35 ₹40,66,819 Lowest | 150 ₹1,74,29,224 | 100 ₹1,16,19,482 | 250 ₹2,90,48,706 |
| 9.00 | Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metresas per relevant clauses of section 300) | 2,193.5 | Cum | 500 ₹10,96,750 | 800 ₹17,54,800 | 226 ₹4,95,731 Lowest | 400 ₹8,77,400 |
| 10.00 | 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. | 74,155.7 | Cum | 80 ₹59,32,456 Lowest | 160 ₹1,18,64,911 | 160 ₹1,18,64,911 | 275 ₹2,03,92,816 |
Tender Value
₹158.4 Cr
EMD Value
₹1.6 Cr
Closing Date
23 Apr 2026, 5:30 pmClosed
Chief Engineer, PWD, NH Zone, Raipur
Office of the Chief Engineer, PWD, NH Zone, Pension Bada, Raipur (C.G.) 492001
Balance work estimate of Rehabilitation and upgradation of NH-43 from Km 468.600 to 531.250 (Pathalgaon to Kunkuri Section) to two lane with Paved Shoulder in the state of Chhattisgarh on SBD mode under NH(O).
2026_MoRTH_903728_1
11/CE/NH/TC/44-90/2025 (2nd Call)
Open Tender
Civil Works - Highways
Item Rate
730 days
Pathalgaon
Please refer Tender documents.
9 documents required · 9 mandatory
₹23,600
Yes
Regional Pay and Account Officer, MoRTH, Raipur
₹1.6 Cr
Office of the Chief Engineer, PWD, NH Zone, Raipur
12 May 2026
26 Mar 2026
27 Apr 2026
26 Mar 2026
23 Apr 2026
26 Mar 2026
26 Mar 2026 - 10 Apr 2026
10 Apr 2026
| 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.)
(iii)-(By Mechanical Means using by motor Grader)
(A)-In area of light jungle
For carriageway - 8.805
Truck lay & Bus bays 4.704 | 0.87 | Hectare | - | - |
| 2Scarifying existing bituminous surface to a depth of 50 mm by mechanical means ( using Hydraulic excavator) (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres as per clause 305.4.3) | |||||
| 3 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)
(By Mechanical Means)
(Bituminous course) | 0.56 | Cum | - | - |
| 4 | 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 of section 300) | 0.96 | Cum | - | - |
| 5Excavation for Structures (Earth Work 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 and backfiling with approved materials). Ordinary Soil (B. Mechanical Means (ii) Depth 3 m to 6 m | |||||
| 6Compacting original ground supporting sub-grade (Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.) as per clause 305.3.4. | |||||
| 7 | Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having effective CBR > 5 ( unless specified otherwise in contract ) 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) as per clause 305. | 1 | Cum | - | - |
| 8 | 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. | 0.28 | Cum | - | - |
| 9Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metresas per relevant clauses of section 300) | |||||
| 10Construction 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. | |||||
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