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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 CrAdmitted-Finance | ₹10.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹12.5 Cr+₹1.5 Cr (14.2%)Admitted-Finance | ₹12.5 Cr+₹1.5 Cr (14.2%) | L2 | Admitted-Finance |
| 3 | L3₹13.0 Cr+₹2.0 Cr (18.7%)Admitted-Finance | ₹13.0 Cr+₹2.0 Cr (18.7%) | L3 | Admitted-Finance |
| 4 | L4₹13.1 Cr+₹2.2 Cr (20.3%)Admitted-Finance NAGPUR MAHARASHTRA | NAGPUR | MAHARASHTRA | 440000 | ₹13.1 Cr+₹2.2 Cr (20.3%) | L4 | Admitted-Finance |
| 5 | L5₹13.2 Cr+₹2.3 Cr (20.9%)Admitted-Finance | ₹13.2 Cr+₹2.3 Cr (20.9%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Mid India Civil Erectors Pvt. Ltd. L4 | S.M. Infrastructure Pvt. Ltd. L3 | JYOTI SARUP MITTAL L1 | SHUBH ENGINEERS L2 | M/S. OMPRAKASH AMARNATH L5 |
|---|---|---|---|---|---|---|---|---|
| 0.00Important Notes (applicable to the entire work): 1. The bidder must possess valid EPF & ESIC registration. 2. The bidders need to deposit EPF & ESIC with appropriate authority. The reimbursement for EPF & ESIC deposit shall not be made. 3. The payment of wages to labourers should be made through bank 4. The bidder must possess sufficient manpower & other resources (as detailed in SGF ) required for the timely completion of work. 5. Bidders are encouraged to visit site to understand the intricacies of the work before quoting. 6. It is mandatory to obtain police verification of the personnel to be deployed at site from Office of the Superintending of Police, District Indore before they are allowed to work at site | ||||||||
| .10CIVIL ITEMS | ||||||||
| 1.00 | Earthwork excavation over areas in all soils except soft and hard rock by mechanical means (hydraulic Excavator)/manual means and disposing off & levelling the soil within a distance of 500 metre | 500 | Cum | 230 ₹1,15,000 | 350 ₹1,75,000 | 200 ₹1,00,000 | 400 ₹2,00,000 | 176.5 ₹88,250 Lowest |
| 2.00Earthwork excavation in foundations in all soils other than soft and hard rock by mechanical means (hydraulic Excavator)/manual means including shoring and dewatering, if necessary and refilling around foundations and in plinth with selected excavated earth, in layers not exceeding 250 mm thick, consolidating etc., and disposing surplus earth within a distance of 500 metre lead complete as per specifications and as directed by Engineer-in Charge. (Depth of excavation shall be measured from the existing average ground level) | ||||||||
| 2.01 | 0.0 m to 1.5 m below average G.L. | 1,200 | Cum | 230 ₹2,76,000 | 360 ₹4,32,000 | 200 ₹2,40,000 Lowest | 600 ₹7,20,000 | 292.5 ₹3,51,000 |
| 2.02 | 1.5 m to 3.0 m below average G.L. | 1,100 | Cum | 300 ₹3,30,000 | 390 ₹4,29,000 | 220 ₹2,42,000 Lowest | 650 ₹7,15,000 | 390 ₹4,29,000 |
| 3.00Earthwork excavation in foundations in soft rock by mechanical means (hydraulic Excavator)/manual means including shoring and dewatering, if necessary and disposing of surplus excavated materials within a distance of 500 metre complete as per specifications and as directed by Engineer-in Charge. | ||||||||
| 3.01 | 0.0 m to 1.5 m below average G.L. | 50 | Cum | 1,470 ₹73,500 | 392 ₹19,600 Lowest | 400 ₹20,000 | 800 ₹40,000 | 614.3 ₹30,715 |
| 3.02 | 1.5 m to 3.0 m below average G.L. | 55 | Cum | 1,760 ₹96,800 | 395 ₹21,725 Lowest | 600 ₹33,000 | 900 ₹49,500 | 780 ₹42,900 |
| 4.00Earthwork Excavation in foundations in hard rock by chiselling including dewatering, if necessary and stacking or disposing within a distance of 500 metre complete as per specifications and as directed by Engineer-in Charge.. | ||||||||
Tender Value
₹13.8 Cr
EMD Value
₹23.8 L
Closing Date
10 Oct 2025, 5:00 pmClosed
CHIEF ENGINEER, RRCAT, INDORE
CSD OFFICE RRCAT INDORE
Construction of HTFIF building including Civil and Electrical works at ARPF campus near Devi Ahilyabai Holkar sabji mandi for RRCAT, Indore.
2025_RRCAT_877028_1
RRCAT/CSD/CandE/W4350/25-26/2A
Open Tender
Civil Works
Item Rate
540 days
RRCAT
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹23.8 L
CSD OFFICE RRCAT INDORE
2 Apr 2026
11 Sept 2025
15 Oct 2025
12 Sept 2025
10 Oct 2025
25 Sept 2025
22 Sept 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0Important Notes (applicable to the entire work): 1. The bidder must possess valid EPF & ESIC registration. 2. The bidders need to deposit EPF & ESIC with appropriate authority. The reimbursement for EPF & ESIC deposit shall not be made. 3. The payment of wages to labourers should be made through bank 4. The bidder must possess sufficient manpower & other resources (as detailed in SGF ) required for the timely completion of work. 5. Bidders are encouraged to visit site to understand the intricacies of the work before quoting. 6. It is mandatory to obtain police verification of the personnel to be deployed at site from Office of the Superintending of Police, District Indore before they are allowed to work at site | |||||
| 0.1 | CIVIL ITEMS | - | - | - | - |
| 1 | Earthwork excavation over areas in all soils except soft and hard rock by mechanical means (hydraulic Excavator)/manual means and disposing off & levelling the soil within a distance of 500 metre | 500 | Cum | - | - |
| - | Earthwork excavation in foundations in all soils other than soft and hard rock by mechanical means (hydraulic Excavator)/manual means including shoring and dewatering, if necessary and refilling around foundations and in plinth with selected excavated earth, in layers not exceeding 250 mm thick, consolidating etc., and disposing surplus earth within a distance of 500 metre lead complete as per specifications and as directed by Engineer-in Charge. (Depth of excavation shall be measured from the existing average ground level) | - | - | - | - |
| - | 0.0 m to 1.5 m below average G.L. | 1,200 | Cum | - | - |
| - | 1.5 m to 3.0 m below average G.L. | 1,100 | Cum | - | - |
| - | Earthwork excavation in foundations in soft rock by mechanical means (hydraulic Excavator)/manual means including shoring and dewatering, if necessary and disposing of surplus excavated materials within a distance of 500 metre complete as per specifications and as directed by Engineer-in Charge. | - | - | - | - |
| - | 0.0 m to 1.5 m below average G.L. | 50 | Cum | - | - |
| - | 1.5 m to 3.0 m below average G.L. | 55 | Cum | - | - |
| - | Earthwork Excavation in foundations in hard rock by chiselling including dewatering, if necessary and stacking or disposing within a distance of 500 metre complete as per specifications and as directed by Engineer-in Charge.. | - | - | - | - |
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K_Numeration_Sections.pdf
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E_Arch_Terraceplan.pdf
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D_Arch_ShieldedvaultDWsch.pdf
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18importantNotes.pdf
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B_Arch_GFplan.pdf
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17ActivityChart.pdf
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6SpecsCivil.pdf
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SGF.pdf
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12ListofpreferredElec.pdf
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20BiddersEligibilityCriteria.pdf
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H_Numeration_PB_FFB.pdf
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14EarthChamberDrawing.pdf
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BOQ_921899.xls
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2CCC.pdf
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7ListofpreferredCivil.pdf
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NIT.pdf
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11SpecialConditionsElec.pdf
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13DeepBoreEarthingDwg1.pdf
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10SpecsElec.pdf
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19SafetyFormat.pdf
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15PlateEarthingDrawing.pdf
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F_Arch_ElevationSection.pdf
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