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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.6 CrAccepted-Finance ASHRAY BEHIND GANGOTRI ICON NEAR NILAMBER CIRCLE VASNA VADODARA | VADODARA | GUJARAT | ₹1.6 Cr | 1 | Accepted-Finance L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical The bidder has failed to provide a valid EPF registration matching its own legal identity, resulting in non-compliance with Clause 3 of the NIT (Part-1). |
| Sl No | Description | Qty | Unit | KAMLA ELECTRICALS AND ENGINEERING CO. L1 |
|---|---|---|---|---|
| 1.00Schedule-A Civil Works Excavation | ||||
| 1.01 | 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. | 1,060 | cum | 250 ₹2,65,000 Lowest |
| 1.02 | 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 | 625 | cum | 350 ₹2,18,750 Lowest |
| 1.03 | 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 (blasting prohibited) | 425 | cum | 650 ₹2,76,250 Lowest |
| 2.00 | 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 | 1,542 | cum | 120 ₹1,85,040 Lowest |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1½:3 (1 Cement: 1½ coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 325 | cum | 5,900 ₹19,17,500 Lowest |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 93 | cum | 5,500 ₹5,11,500 Lowest |
| 5.00Centering and shuttering including strutting, propping etc. and removal of form work for : | ||||
| 5.01 | Foundations, footings, bases of columns, etc. for mass
concrete | 260 | sqm | 350 ₹91,000 Lowest |
| 5.02 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 155 | sqm | 450 ₹69,750 Lowest |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
6 Apr 2026, 3:00 pmClosed
Senior Manager CMM
Mahi Banswara Rajasthan Atomic Power Project (MBRAPP), Anushakti Vidhyut Nigam Limited P.O. Napla, Tehsil - Chhoti Sarwan, Distt.-Banswara, PIN 327001
Miscellaneous Civil works at MBRAPP Site including construction work related to property boundary wall, Store room and MEQ station
2026_ASHVI_270068_1
MBRAPP/CMM/2026/Civil/09
Open Tender
Civil Works
Item Rate
540 days
Mahi Banswara Rajasthan Atomic Power Project
As per Tender Dcoument
7 documents required · 7 mandatory
₹0
₹3.8 L
16 Sept 2026
14 Mar 2026
8 Apr 2026
14 Mar 2026
6 Apr 2026
28 Mar 2026
14 Mar 2026 - 21 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Schedule-A Civil Works Excavation | |||||
| 1.01 | 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 | - | - |
| 1.02 | 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 | - | - |
| 1.03 | 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 (blasting prohibited) | - | cum | - | - |
| 2Filling 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 | |||||
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1½:3 (1 Cement: 1½ coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | |||||
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | |||||
| 5Centering and shuttering including strutting, propping etc. and removal of form work for : | |||||
| 5.01 | Foundations, footings, bases of columns, etc. for mass
concrete | - | sqm | - | - |
| 5.02 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | sqm | - | - |
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