Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.1 Cr+₹5.5 L (2.69%)Admitted-Finance | ₹2.1 Cr+₹5.5 L (2.69%) | L2 | Admitted-Finance |
| 3 | L3₹2.1 Cr+₹8.0 L (3.90%)Admitted-Finance | ₹2.1 Cr+₹8.0 L (3.90%) | L3 | Admitted-Finance |
| 4 | L4₹2.1 Cr+₹9.2 L (4.52%)Admitted-Finance | ₹2.1 Cr+₹9.2 L (4.52%) | L4 | Admitted-Finance |
| 5 | L5₹2.3 Cr+₹21.4 L (10.5%)Admitted-Finance | ₹2.3 Cr+₹21.4 L (10.5%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | S.M. Infrastructure Pvt. Ltd. L3 | JYOTI SARUP MITTAL L1 | AJIT JAIN CIVIL CONTRACTOR ALUMINIUM AND FABRICATION L4 | M/S RAJANI CONSTRUCTION COMPANY L5 | PARSHWA BUILDERS L6 | Infinite Construction L2 | Arihanta Constructions L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 0.00Imp. Notes - 1. The bidder must possess valid EPF & ESIC registration. The bidders need to deposit EPF & ESIC with appropriate authority. The reimbursement for EPF & ESIC deposit shall not be made. 2. The payment of wages to labourers should be made through bank. 3. The bidder must possess sufficient manpower & other resources (as detailed in SGF ) required for the timely completion of work. 4. It is also proposed to mention that running bill shall be processed as per clause 7 of SGF subject to minimum amount of Rs.15.00 lakhs. | ||||||||||
| 1.00 | Earthwork excavation over areas in all soils except soft and hard rock by mechanical means (hydraulic Excavator) and disposing off & levelling the soil within all leads etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. . | 1,000 | Cum | 200 ₹2,00,000 | 177.5 ₹1,77,500 | 320 ₹3,20,000 | 180 ₹1,80,000 | 180 ₹1,80,000 | 200 ₹2,00,000 | 125 ₹1,25,000 Lowest |
| 2.00 | Earthwork excavation over areas in soft rock by mechanical means (hydraulic Excavator) and disposing off & levelling the soil within all leads etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. | 1,000 | Cum | 450 ₹4,50,000 | 498.9 ₹4,98,900 | 320 ₹3,20,000 | 700 ₹7,00,000 | 800 ₹8,00,000 | 450 ₹4,50,000 | 225 ₹2,25,000 Lowest |
| 3.00Earthwork excavation over areas in hard rock by mechanical means (hydraulic Excavator) and stacking or disposing off the soil within all leads etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. | ||||||||||
| 3.10 | By Chiselling | 500 | Cum | 1,450 ₹7,25,000 | 874 ₹4,37,000 | 800 ₹4,00,000 | 1,400 ₹7,00,000 | 1,000 ₹5,00,000 | 1,500 ₹7,50,000 | 400 ₹2,00,000 Lowest |
| 4.00 | Excavation in Trenches, for pipes and sewers in all soils except soft and hard rock by mechanical means (hydraulic Excavator) upto a depth not exceeding 1.5m including shoring and dewatering if necessary and refilling in trenches with selected excavated materials in layers not exceeding 25cm. consolidating etc. and disposing the surplus earth within a distance of 50m etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. | 50 | Cum | 500 ₹25,000 | 200 ₹10,000 | 400 ₹20,000 | 250 ₹12,500 | 350 ₹17,500 | 200 ₹10,000 | 125 ₹6,250 Lowest |
| 5.00 | Excavation in Trenches, for pipes and sewers in soft rock by mechanical means (hydraulic Excavator) upto a depth not exceeding 1.5m including shoring and dewatering if necessary and refilling in trenches with selected excavated materials and disposing the surplus earth within a distance of 50m etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. | 75 | Cum | 450 ₹33,750 | 500 ₹37,500 | 400 ₹30,000 | 900 ₹67,500 | 600 ₹45,000 | 450 ₹33,750 | 225 ₹16,875 Lowest |
| 6.00 | Excavation in Trenches, for pipes and sewers in hard rock by Chiselling upto a depth not exceeding 1.5m including dewatering, if necessary, stacking or disposing excavated materials within a distance of 50m etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. | 30 | Cum | 1,500 ₹45,000 | 900 ₹27,000 | 1,200 ₹36,000 | 1,600 ₹48,000 | 1,200 ₹36,000 | 1,500 ₹45,000 | 450 ₹13,500 Lowest |
| 7.00Earthwork excavation in foundations in all soils other than soft and hard rock by mechanical means (hydraulic Excavator) upto a depth not exceeding 1.5 m. 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 all leads. (Depth of excavation shall be measured from the existing average ground level.). All complete as per drawing, specification and as directed by Engineer in-charge. | ||||||||||
| 7.10 | 0.00 metre to 1.50 metre below average G.L | 150 | Cum | 200 ₹30,000 | 200 ₹30,000 | 350 ₹52,500 | 200 ₹30,000 | 300 ₹45,000 | 400 ₹60,000 | 125 ₹18,750 Lowest |
Tender Value
₹2.4 Cr
EMD Value
₹4.7 L
Closing Date
19 Jun 2026, 5:00 pmClosed
CHIEF ENGINEER, RRCAT, INDORE
CSD OFFICE RRCAT INDORE
Miscellaneous Civil Works and External Development Works at new NEG Coating Laboratory Building in unoccupied Technical Area of RRCAT, Indore.
2026_RRCAT_910534_1
RRCAT/CSD/C/3203/W-4408/26-27
Open Tender
Civil Works
Item Rate
365 days
RRCAT
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹4.7 L
CSD OFFICE RRCAT INDORE
25 Aug 2026
27 May 2026
25 Jun 2026
29 May 2026
19 Jun 2026
29 May 2026
9 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.0 | Imp. Notes - 1. The bidder must possess valid EPF & ESIC registration. The bidders need to deposit EPF & ESIC with appropriate authority. The reimbursement for EPF & ESIC deposit shall not be made. 2. The payment of wages to labourers should be made through bank. 3. The bidder must possess sufficient manpower & other resources (as detailed in SGF ) required for the timely completion of work. 4. It is also proposed to mention that running bill shall be processed as per clause 7 of SGF subject to minimum amount of Rs.15.00 lakhs. | - | - | - | - |
| 0.0 | Earthwork excavation over areas in all soils except soft and hard rock by mechanical means (hydraulic Excavator) and disposing off & levelling the soil within all leads etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. . | 1,000 | Cum | - | - |
| 0.0 | Earthwork excavation over areas in soft rock by mechanical means (hydraulic Excavator) and disposing off & levelling the soil within all leads etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. | 1,000 | Cum | - | - |
| 0.0 | Earthwork excavation over areas in hard rock by mechanical means (hydraulic Excavator) and stacking or disposing off the soil within all leads etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. | - | - | - | - |
| 0.0 | By Chiselling | 500 | Cum | - | - |
| 0.0 | Excavation in Trenches, for pipes and sewers in all soils except soft and hard rock by mechanical means (hydraulic Excavator) upto a depth not exceeding 1.5m including shoring and dewatering if necessary and refilling in trenches with selected excavated materials in layers not exceeding 25cm. consolidating etc. and disposing the surplus earth within a distance of 50m etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. | 50 | Cum | - | - |
| 0.0 | Excavation in Trenches, for pipes and sewers in soft rock by mechanical means (hydraulic Excavator) upto a depth not exceeding 1.5m including shoring and dewatering if necessary and refilling in trenches with selected excavated materials and disposing the surplus earth within a distance of 50m etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. | 75 | Cum | - | - |
| 0.0 | Excavation in Trenches, for pipes and sewers in hard rock by Chiselling upto a depth not exceeding 1.5m including dewatering, if necessary, stacking or disposing excavated materials within a distance of 50m etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. | 30 | Cum | - | - |
| 0.0 | Earthwork excavation in foundations in all soils other than soft and hard rock by mechanical means (hydraulic Excavator) upto a depth not exceeding 1.5 m. 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 all leads. (Depth of excavation shall be measured from the existing average ground level.). All complete as per drawing, specification and as directed by Engineer in-charge. | - | - | - | - |
| 0.9 | 0.00 metre to 1.50 metre below average G.L | 150 | Cum | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.05 MB
Tendernotice_1.pdf
PDF • 24.21 MB
LAYOUTandDETAILSOFMSPLATFROMandSTAIRCASETENDER.pdf
Tender Documents • 7.11 MB
APPENDIX.pdf
Tender Documents • 0.32 MB
Conditions.pdf
Tender Documents • 0.85 MB
NEGLayoutandRCCDetailsAtTie2andMumtyLVL.pdf
Tender Documents • 9.86 MB
ScheduleB.pdf
Tender Documents • 0.25 MB
NIT.pdf
Tender Documents • 24.19 MB
SpecCIVIL.pdf
Tender Documents • 2.01 MB
SPNPH.pdf
Tender Documents • 1.79 MB
FLOORPLANATLVL350MLVL665MLVL1030MLVL1385M.pdf
Tender Documents • 7.63 MB
SGF.pdf
Tender Documents • 4.30 MB
SCHA.pdf
Tender Documents • 2.21 MB
BOQ_956954.xls
BOQ • 0.36 MB
LayoutofMSstaircaseanddetails.pdf
Tender Documents • 13.78 MB
LISTOFMAKES1.pdf
Tender Documents • 0.30 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .