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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAdmitted-Finance ASHRAY BEHIND GANGOTRI ICON NEAR NILAMBER CIRCLE VASNA VADODARA | VADODARA | GUJARAT | ₹3.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.2 Cr+₹22.6 L (5.71%)Admitted-Finance | ₹4.2 Cr+₹22.6 L (5.71%) | L2 | Admitted-Finance |
| 3 | L3₹4.4 Cr+₹47.6 L (12.0%)Admitted-Finance | ₹4.4 Cr+₹47.6 L (12.0%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| 5 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | KAMLA ELECTRICALS AND ENGINEERING CO. L1 | Durga Impex L3 | Rajesh Enterprises L2 |
|---|---|---|---|---|---|---|
| 1.00Schedule-A Civil Works | ||||||
| 1.01 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 6,000 | Sqm. | 15 ₹90,000 Lowest | 15 ₹90,000 Lowest | 25 ₹1,50,000 |
| 2.00Excavation | ||||||
| 2.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil. | 600 | cum | 300 ₹1,80,000 | 130 ₹78,000 | 120 ₹72,000 Lowest |
| 2.02 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Ordinary rock | 200 | cum | 650 ₹1,30,000 | 150 ₹30,000 Lowest | 310 ₹62,000 |
| 2.03 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Hard rock | 200 | cum | 950 ₹1,90,000 | 575 ₹1,15,000 Lowest | 900 ₹1,80,000 |
| 3.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift | 3,125 | cum | 120 ₹3,75,000 | 75 ₹2,34,375 Lowest | 140 ₹4,37,500 |
| 4.00 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 300 | sqm | 215 ₹64,500 | 45 ₹13,500 Lowest | 130 ₹39,000 |
| 5.00 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer in-Charge. With material conforming to Grade-I (size range 75 mm to
0.075 mm) having CBR Value-30 | 60 | cum | 2,200 ₹1,32,000 | 1,600 ₹96,000 Lowest | 1,740 ₹1,04,400 |
| 6.00 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. | 30 | cum | 2,300 ₹69,000 | 1,700 ₹51,000 Lowest | 1,940 ₹58,200 |
Tender Value
₹4.6 Cr
EMD Value
₹9.2 L
Closing Date
7 May 2026, 3:00 pmClosed
Senior Manager CMM
Mahi Banswara Rajasthan Atomic Power Project, ASHVINI, PO Napla, Tehsil Chotti Sarwan, Distt Banswara, Rajasthan-327001
Construction of temporary office at MBRAPP site
2026_ASHVI_272808_1
MBRAPP/CMM/2026/Civil/10
Open Tender
Civil Works
Item Rate
365 days
Mahi Banswara Rajasthan Atomic Power Project
As per Tender Document
6 documents required · 6 mandatory
₹0
₹9.2 L
9 Sept 2026
16 Apr 2026
8 May 2026
16 Apr 2026
7 May 2026
30 Apr 2026
16 Apr 2026 - 23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Schedule-A Civil Works | |||||
| 1.01 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | Sqm. | - | - |
| 2Excavation | |||||
| 2.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil. | - | cum | - | - |
| 2.02 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Ordinary rock | - | cum | - | - |
| 2.03 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Hard rock | - | cum | - | - |
| 3Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift | |||||
| 4Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | |||||
| 5Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | |||||
| 6Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. | |||||
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