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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC DIWANBADA MANEGAON POST OFFICE KHAMARIA JABALPUR 482005 M P | JABALPUR | MADHYA PRADESH | 482005 | ₹1.2 Cr Quoted ₹1.3 Cr | L1 | Accepted-AOC Bid Accepted being overall all reasonable |
| 2 | L2₹1.5 Cr+₹23.9 L (19.1%)Rejected-Finance 6 O YASHODA NAGAR KANPUR UP 208011 | KANPUR | KANPUR NAGAR | UTTAR PRADESH | 208011 | ₹1.5 Cr+₹23.9 L (19.1%) | L2 | Rejected-Finance Other than L1 |
| 3 | Rejected-Technical | - | - | Rejected-Technical not fulfilling NIT criteria |
| Sl No | Description | Qty | Unit | C L BHATIA L1 | N.P.BUILDERS L2 |
|---|---|---|---|---|---|
| 2.00Area Drainage | |||||
| 3.00 | Item No. 01 : Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth with mechanical means and getting out in any type of soil complete all as specified and directed by engg. in charge. | 2,576.85 | Cum | 170 ₹4,38,064.5 Lowest | 240 ₹6,18,444 |
| 4.00 | Item No. 02 : M&L PCC in foundations, filling and mass-concrete type D2 (1:4:8) using 40 mm graded stone aggregate complete all as specified and directed. | 324.5 | Cum | 2,975 ₹9,65,387.5 Lowest | 3,000 ₹9,73,500 |
| 5.00 | Item No. 03 : M&L for RCC M-25 for Foundations, including rafts, footings, foundation beams; plinth beams; wall below GL; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and directed by engg. In charge. | 959.25 | Cum | 5,875 ₹56,35,593.75 Lowest | 6,200 ₹59,47,350 |
| 6.00 | Item No. 04 : M&L Precast cement concrete Type B-1 1:2:4 (Using 20 mm graded stone aggregate) in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces and set in cement mortar 1:6 complete all as specified and as directed. | 11.25 | Cum | 5,500 ₹61,875 Lowest | 6,000 ₹67,500 |
| 7.00 | Item No. 05 : M & L for Mild Steel TMT bar 6 mm to 8 mm dia cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by engg. In charge. | 27,500 | Kg | 102.75 ₹28,25,625 | 101 ₹27,77,500 Lowest |
| 8.00 | Item No. 06 : M & L for Mild Steel TMT bar 10 mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by engg. In charge. | 2,341.21 | Kg | 105 ₹2,45,827.05 | 100 ₹2,34,121 Lowest |
| 9.00 | Item No. 07 : Use & waste Formwork to sides of concrete foundations, footings based of columns, raft and raft beams, wall below GL, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for even and smooth finish complete all as specified and directed by engg. In charge. | 8,505 | Sqm | 200 ₹17,01,000 Lowest | 390 ₹33,16,950 |
| 10.00 | Item No. 08 : Returning filling in including spreading levlling ,atering and well ramming in layers nexc 25cm thick complete all as specified and directed. | 499.5 | Cum | 90 ₹44,955 Lowest | 175 ₹87,412.5 |
| 11.00 | Item No. 09 : Removing excavated material exc. 250 m but n exc. 500 m and depositing where directedcomplete all as specified and directed. | 2,077.35 | Cum | 125 ₹2,59,668.75 Lowest | 200 ₹4,15,470 |
Tender Value
₹1.5 Cr
EMD Value
₹2.2 L
Closing Date
9 Jun 2026, 6:00 pmClosed
CHIEF ENGINEER JABALPUR ZONE
CHIEF ENGINEER JABALPUR ZONE MILITARY ENGINEER SERVICES RIDGE ROAD JABALPUR CANTT 482001
SPECIAL REPAIR OF DRAINAGE SYSTEM AT LONG PROOF RANGE, KHAMARIA
2026_MES_762971_1
753048A SPECIAL REPAIR OF DRAINAGE SYSTEM AT LONG PROOF RANGE KHAMARIA
Open Tender
Civil Works
Item Rate
3650 days
Mhow
AS PER NIT
7 documents required · 7 mandatory
₹1,000
GE MCTE MHOW
₹2.2 L
Yes
3 Aug 2026
12 May 2026
16 Jun 2026
12 May 2026
9 Jun 2026
2 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2 | Area Drainage | - | - | - | - |
| 3 | Item No. 01 : Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed by engg. in charge. | 2,576.85 | Cum | - | - |
| 4 | Item No. 02 : M&L PCC in foundations, filling and mass-concrete type D2 (1:4:8) using 40 mm graded stone aggregate complete all as specified and directed. | 324.5 | Cum | - | - |
| 5 | Item No. 03 : M&L for RCC M-25 for Foundations, including rafts, footings, foundation beams; plinth beams; wall below GL; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and directed by engg. In charge. | 959.25 | Cum | - | - |
| 6 | Item No. 04 : M&L Precast cement concrete Type B-1 1:2:4 (Using 20 mm graded stone aggregate) in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces and set in cement mortar 1:6 complete all as specified and as directed. | 11.25 | Cum | - | - |
| 7 | Item No. 05 : M & L for Mild Steel TMT bar 6 mm to 8 mm dia cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by engg. In charge. | 27,500 | Kg | - | - |
| 8 | Item No. 06 : M & L for Mild Steel TMT bar 10 mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by engg. In charge. | 2,341.21 | Kg | - | - |
| 9 | Item No. 07 : Use & waste Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, wall below GL, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, complete all as specified and directed by engg. In charge. | 8,505 | Sqm | - | - |
| 10 | Item No. 08 : Returning filling in including spreading levlling ,atering and well ramming in layers nexc 25cm thick complete all as specified and directed. | 499.5 | Cum | - | - |
| 11 | Item No. 09 : Removing excavated material exc. 250 m but n exc. 500 m and depositing where directedcomplete all as specified and directed. | 2,077.35 | Cum | - | - |
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