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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 CrAdmitted-Finance | ₹3.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.9 Cr+₹13.1 L (3.43%)Admitted-Finance | ₹3.9 Cr+₹13.1 L (3.43%) | L2 | Admitted-Finance |
| 3 | L3₹4.2 Cr+₹41.1 L (10.8%)Admitted-Finance | ₹4.2 Cr+₹41.1 L (10.8%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Stone Concern Infrastructure Development Private Limited L3 | BLACKSTONE L2 | RBCON L1 |
|---|---|---|---|---|---|---|
| 1.00Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's pecification clause 202) . | ||||||
| 1.01 | Bituminous courses By Mechanical Means | 358.43 | Cum | 320 ₹1,14,697.6 | 320 ₹1,14,697.6 | 305 ₹1,09,321.15 Lowest |
| 1.02 | Granular courses By Manual Means | 1,012.5 | Cum | 600 ₹6,07,500 | 600 ₹6,07,500 | 575 ₹5,82,187.5 Lowest |
| 2.00 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 (Reference to MoRT&H's specification clause 301). | 801 | Cum | 90 ₹72,090 | 86 ₹68,886 | 85 ₹68,085 Lowest |
| 3.00 | 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 & 300-1 for sub-grade construction (Reference to MoRT&H's specification clause 305.3.4). | 1,125 | Cum | 75 ₹84,375 | 72 ₹81,000 | 70 ₹78,750 Lowest |
| 4.00 | Supplying, spreading and consolidating Stone Dust
Supplying, spreading and consolidating Stone Dust to a depth of 250 mm at desired density and C.B.R. as per Specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification.
The compaction factor is 0.70
Resectioning Zone | 562.5 | Cum | 2,100 ₹11,81,250 | 2,000 ₹11,25,000 | 1,965 ₹11,05,312.5 Lowest |
| 5.00Granular Sub-Base with Graded Material,Mix in Place Method Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401 | ||||||
| 5.01 | Mix in Place Method: Grading – V (150 mm thick)
Resectioning Zone | 337.5 | Cum | 3,050 ₹10,29,375 | 2,800 ₹9,45,000 | 2,700 ₹9,11,250 Lowest |
| 5.02 | Mix in place: Grading – III (150 mm thick)
Resectioning Zone | 337.5 | Cum | 3,000 ₹10,12,500 | 2,700 ₹9,11,250 Lowest | 2,700 ₹9,11,250 Lowest |
| 6.00 | Wet Mix Macadm
Providing, laying, spreading and compacting graded stone aggregate conforming to the grading of table 40013 revised vide table 2 of IRC : 109 (2015) 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 ..(Reference to MoRT&H's specification 406.
Resectioning Zone : (250 mm thick)
For Shoulder : (200mm th.)
For Patch Repair in stretches : (100 mm tk.) | 808.22 | Cum | 3,050 ₹24,65,071 | 3,000 ₹24,24,660 | 2,800 ₹22,63,016 Lowest |
Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
2 Jul 2026, 12:00 pmClosed
SE, NHC-I, P.W. (R) Dte.
O/O SE, NHC-I, PW (R) Dte.
Special Repair Works in Stretches and Maintenance from Km. 25.700 to Km 31.000 on NH-12 Old NH-34 in the District of North 24-Parganas Job No. NH-12 WB 2026 27 582 UPC RA00012BH004WB.
2026_MoRTH_912518_1
Bid Pkg No. 02/2026-27 of SE, NHC-I, PWRD (2ND CALL)
Open Tender
Civil Works - Roads
Item Rate
180 days
North 24 parganas
Please refer Tender documents.
8 documents required · 8 mandatory
₹10,000
As per Tender Document.
₹7.8 L
O/O SE, NHC-I, PW (R) Dte.
10 Jul 2026
11 Jun 2026
3 Jul 2026
11 Jun 2026
2 Jul 2026
15 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's pecification clause 202) . | |||||
| 1.01 | Bituminous courses By Mechanical Means | 358.43 | Cum | - | - |
| 1.02 | Granular courses By Manual Means | 1,012.5 | Cum | - | - |
| 2 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 (Reference to MoRT&H's specification clause 301). | 801 | Cum | - | - |
| 3 | 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 & 300-1 for sub-grade construction (Reference to MoRT&H's specification clause 305.3.4). | 1,125 | Cum | - | - |
| 4 | Supplying, spreading and consolidating Stone Dust
Supplying, spreading and consolidating Stone Dust to a depth of 250 mm at desired density and C.B.R. as per Specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification.
The compaction factor is 0.70
Resectioning Zone | 562.5 | Cum | - | - |
| 5Granular Sub-Base with Graded Material,Mix in Place Method Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401 | |||||
| 5.01 | Mix in Place Method: Grading – V (150 mm thick)
Resectioning Zone | 337.5 | Cum | - | - |
| 5.02 | Mix in place: Grading – III (150 mm thick)
Resectioning Zone | 337.5 | Cum | - | - |
| 6 | Wet Mix Macadm
Providing, laying, spreading and compacting graded stone aggregate conforming to the grading of table 40013 revised vide table 2 of IRC : 109 (2015) 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 ..(Reference to MoRT&H's specification 406.
Resectioning Zone : (250 mm thick)
For Shoulder : (200mm th.)
For Patch Repair in stretches : (100 mm tk.) | 808.22 | Cum | - | - |
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