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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹30,047 (0.26%)Admitted-Finance | ₹1.2 Cr+₹30,047 (0.26%) | L2 | Admitted-Finance |
| 3 | L3₹1.2 Cr+₹6.6 L (5.66%)Admitted-Finance | ₹1.2 Cr+₹6.6 L (5.66%) | L3 | Admitted-Finance |
| 4 | L4₹1.2 Cr+₹7.5 L (6.45%)Admitted-Finance | ₹1.2 Cr+₹7.5 L (6.45%) | L4 | Admitted-Finance |
| 5 | L5₹1.5 Cr+₹31.7 L (27.2%)Admitted-Finance | ₹1.5 Cr+₹31.7 L (27.2%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | AJIT JAIN CIVIL CONTRACTOR ALUMINIUM AND FABRICATION L1 | Shree Sawaria Construction L2 | M/s. SAIRAJ CONSTRUCTION L4 | M/S RAJANI CONSTRUCTION COMPANY L3 | Infinite Construction L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Earthwork excavation in foundations in all soils other than soft and hard rock by mechanical means (hydraulic Excavator)/manual including shoring and dewatering, if necessary and refilling around foundations and in plinth with selected excavated earth, in layers not exceeding 250mm thick, consolidating etc., and disposing surplus earth within a distance of 50 metre lead (Depth of excavation shall be measured from the existing average ground level.) etc. complete as per drawings, specifications and as directed by EIC. | ||||||||
| 1.10 | 0.00m to 1.50m | 160 | Cum | 300 ₹48,000 | 144 ₹23,040 Lowest | 225 ₹36,000 | 180 ₹28,800 | 200 ₹32,000 |
| 1.20 | 1.50m to 3.0m | 110 | Cum | 350 ₹38,500 | 250 ₹27,500 | 250 ₹27,500 | 200 ₹22,000 Lowest | 250 ₹27,500 |
| 2.00Earthwork excavation in foundations in soft rock by mechanical means (hydraulic Excavator)/manual including shoring and dewatering, if necessary and disposing of surplus excavated materials within a distance of 50 metre. | ||||||||
| 2.10 | 0.00m to 1.50m | 35 | Cum | 350 ₹12,250 | 250 ₹8,750 Lowest | 250 ₹8,750 Lowest | 600 ₹21,000 | 500 ₹17,500 |
| 2.20 | 1.50m to 3.0m | 50 | Cum | 400 ₹20,000 | 350 ₹17,500 | 275 ₹13,750 Lowest | 625 ₹31,250 | 600 ₹30,000 |
| 3.00Excavation in foundations in hard rock by chiselling upto a depth not exceeding 1.5m including dewatering, if necessary and stacking or disposing the excavated materials within a distance of 50 metre. | ||||||||
| 3.10 | 0.00m to 1.50m | 30 | Cum | 900 ₹27,000 | 350 ₹10,500 Lowest | 1,200 ₹36,000 | 1,500 ₹45,000 | 1,150 ₹34,500 |
| 3.20 | 1.50m to 3.0m | 30 | Cum | 1,000 ₹30,000 | 450 ₹13,500 Lowest | 1,500 ₹45,000 | 1,600 ₹48,000 | 1,250 ₹37,500 |
| 4.00Supplying and laying RUBBLE STONE SOLING using spotless stones, hand packed set in regular lines, filling the interstices with smaller stone chips of appropriate size and blinding with murrun, watering, consolidating properly with power roller including finishing to proper gradient camber and preparation of sub-grade etc. complete. | ||||||||
Tender Value
₹1.3 Cr
EMD Value
₹2.5 L
Closing Date
3 Jul 2026, 5:00 pmClosed
Suptd.Engineer (Civil) RRCAT
CSD OFFICE RRCAT INDORE
Construction of Seismic Stations, approach roads, and associated infrastructure in the Technical Area of RRCAT, Indore.
2026_RRCAT_913330_1
RRCAT/CSD/Rev/200/3200/W4415/
Open Tender
Civil Works
Item Rate
365 days
RRCAT
Please refer tender documents
3 documents required · 3 mandatory
₹0
₹2.5 L
Yes
CSD OFFICE RRCAT INDORE
11 Sept 2026
16 Jun 2026
8 Jul 2026
17 Jun 2026
3 Jul 2026
17 Jun 2026
25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork excavation in foundations in all soils other than soft and hard rock by mechanical means (hydraulic Excavator)/manual including shoring and dewatering, if necessary and refilling around foundations and in plinth with selected excavated earth, in layers not exceeding 250mm thick, consolidating etc., and disposing surplus earth within a distance of 50 metre lead (Depth of excavation shall be measured from the existing average ground level.) etc. complete as per drawings, specifications and as directed by EIC. | |||||
| - | 0.00m to 1.50m | 160 | Cum | - | - |
| - | 1.50m to 3.0m | 110 | Cum | - | - |
| 2Earthwork excavation in foundations in soft rock by mechanical means (hydraulic Excavator)/manual including shoring and dewatering, if necessary and disposing of surplus excavated materials within a distance of 50 metre. | |||||
| 2.1 | 0.00m to 1.50m | 35 | Cum | - | - |
| 2.2 | 1.50m to 3.0m | 50 | Cum | - | - |
| 3Excavation in foundations in hard rock by chiselling upto a depth not exceeding 1.5m including dewatering, if necessary and stacking or disposing the excavated materials within a distance of 50 metre. | |||||
| 3.1 | 0.00m to 1.50m | 30 | Cum | - | - |
| 3.2 | 1.50m to 3.0m | 30 | Cum | - | - |
| 4Supplying and laying RUBBLE STONE SOLING using spotless stones, hand packed set in regular lines, filling the interstices with smaller stone chips of appropriate size and blinding with murrun, watering, consolidating properly with power roller including finishing to proper gradient camber and preparation of sub-grade etc. complete. | |||||
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