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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.8 LAdmitted-Finance SHOP NO 2 JANKI PLAZA BHAGWAN MAHAVIR PATH KOPARGAON AHMEDNAGAR MAHARASHTRA 423 601 | KOPARGAON | AHMEDNAGAR | MAHARASHTRA | 423601 | ₹45.8 L | L1 | Admitted-Finance |
| 2 | L2₹48.1 L+₹2.3 L (5.01%)Admitted-Finance | ₹48.1 L+₹2.3 L (5.01%) | L2 | Admitted-Finance |
| 3 | L3₹48.3 L+₹2.5 L (5.40%)Admitted-Finance | ₹48.3 L+₹2.5 L (5.40%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical M/s HIRA has been rejected due to document as per NIT for eligibility criteria for un-enlisted firm has not been uploaded by the firm |
| Sl No | Description | Qty | Unit | sunway associates L1 | M/s Gupta Constructions L3 | SATHI ENTERPRISES L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n. exc 1.5 m wide and n.exc 1.5 m deep in soft/ loose soil and getting out complete all as specified and directed. | 15 | Cum | 180 ₹2,700 | 125 ₹1,875 Lowest | 130 ₹1,950 |
| 2.00 | Removing surplus excavated material to a distance not exc 50m and depositing where directed at a level not exc 1.50m above the starting point complete all as specified and directed. | 10 | Cum | 108 ₹1,080 | 50 ₹500 Lowest | 50 ₹500 Lowest |
| 3.00 | Returning filling in trenches including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified and directed. | 5 | Cum | 108 ₹540 | 50 ₹250 Lowest | 50 ₹250 Lowest |
| 4.00 | M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in mass concrete as in foundation filling and mass concrete complete all as specified and directed | 1.8 | Cum | 2,430 ₹4,374 | 2,400 ₹4,320 Lowest | 2,800 ₹5,040 |
| 5.00 | M&L for RCC 1:1:5:3 type A1 (using 20mm graded aggregate) in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc. basement slabs, under reamed piles and mass concrete complete all as specified and directed. | 7.4 | Cum | 6,100 ₹45,140 | 5,400 ₹39,960 Lowest | 6,000 ₹44,400 |
| 6.00 | M&L for Mild steel TMT bars 10mm dia and over as reinforcement, cut to length, bent to shape required, including cranking, bending sprially for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with chips, complete all as specified and directed. | 300 | Kg | 85 ₹25,500 Lowest | 90 ₹27,000 | 90 ₹27,000 |
| 7.00 | All as per Srl item No. 6.00 above but for 5mm dia and over upto and including 10mm dia in stirrups, spacers and benders, complete all as specified and directed. | 100 | Kg | 85 ₹8,500 Lowest | 92 ₹9,200 | 90 ₹9,000 |
| 8.00 | Form work to sides & soffits of plinth beam and sides of footings getting rough finished surfaces of concrete complete all as specified and directed. | 40.8 | Sqm | 243 ₹9,914.4 Lowest | 300 ₹12,240 | 450 ₹18,360 |
| 9.00 | Form work to sides of columns getting rough finished surfaces of concrete complete all as specified and directed. | 10 | Sqm | 243 ₹2,430 Lowest | 300 ₹3,000 | 450 ₹4,500 |
| 10.00 | M&L for rolled section/ hollow tube section as in post, truss, main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecction plates including drilling hole for bolting connecting to gusset plate etc. complete all as specified and directed. | 28,020 | Kg | 81 ₹22,69,620 Lowest | 108 ₹30,26,160 | 105 ₹29,42,100 |
Tender Value
₹48.6 L
EMD Value
₹87,180
Closing Date
24 Aug 2026, 6:00 pmClosed
Garrison Engineer (MCTE)
GE (MCTE) Mhow (MP) 453441
PROVN OF MS STRUCTURE WITH TENSILE FIBER CLOTH ROOF NEAR URC MCTE UNDER GE (MCTE) MHOW
2026_MES_780543_1
GE(MCTE)/MHOW/23(T) OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
GE (MCTE) Mhow
As per Tender Document
10 documents required · 10 mandatory
₹500
GE (MCTE) Mhow
₹87,180
Yes
16 Sept 2026
24 Jul 2026
26 Aug 2026
24 Jul 2026
24 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n. exc 1.5 m wide and n.exc 1.5 m deep in soft/ loose soil and getting out complete all as specified and directed. | 15 | Cum | 100 | ₹1,500 |
| 2 | Removing surplus excavated material to a distance not exc 50m and depositing where directed at a level not exc 1.50m above the starting point complete all as specified and directed. | 10 | Cum | 101 | ₹1,010 |
| 3 | Returning filling in trenches including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified and directed. | 5 | Cum | 102 | ₹510 |
| 4 | M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in mass concrete as in foundation filling and mass concrete complete all as specified and directed | 1.8 | Cum | 103 | ₹185.4 |
| 5 | M&L for RCC 1:1:5:3 type A1 (using 20mm graded aggregate) in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc. basement slabs, under reamed piles and mass concrete complete all as specified and directed. | 7.4 | Cum | 104 | ₹769.6 |
| 6 | M&L for Mild steel TMT bars 10mm dia and over as reinforcement, cut to length, bent to shape required, including cranking, bending sprially for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with chips, complete all as specified and directed. | 300 | Kg | 105 | ₹31,500 |
| 7 | All as per Srl item No. 6.00 above but for 5mm dia and over upto and including 10mm dia in stirrups, spacers and benders, complete all as specified and directed. | 100 | Kg | 106 | ₹10,600 |
| 8 | Form work to sides & soffits of plinth beam and sides of footings getting rough finished surfaces of concrete complete all as specified and directed. | 40.8 | Sqm | 107 | ₹4,365.6 |
| 9 | Form work to sides of columns getting rough finished surfaces of concrete complete all as specified and directed. | 10 | Sqm | 108 | ₹1,080 |
| 10 | M&L for rolled section/ hollow tube section as in post, truss, main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecction plates including drilling hole for bolting connecting to gusset plate etc. complete all as specified and directed. | 28,020 | Kg | 109 | ₹30,54,180 |
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