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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.7 LAccepted-AOC | ₹34.7 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹34.7 L+₹6,188.60 (0.18%)Rejected-Finance | ₹34.7 L+₹6,188.60 (0.18%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹35.1 L+₹42,995.70 (1.24%)Rejected-Finance | ₹35.1 L+₹42,995.70 (1.24%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹36.4 L+₹1.7 L (4.95%)Rejected-Finance STREET NO 11 SECTOR NO 04 TILAK NAGAR SAGAR ROAD BIKANER RAJASTHAN 334001 | BIKANER | RAJASTHAN | 334001 | ₹36.4 L+₹1.7 L (4.95%) | L4 | Rejected-Finance Being L4 |
| 5 | L5₹37.8 L+₹3.1 L (8.94%)Rejected-Finance | ₹37.8 L+₹3.1 L (8.94%) | L5 | Rejected-Finance Being L5 |
| Sl No | Description | Qty | Unit | APconstruction L2 | J B CONSTRUCTION AND DEVLOPERS L1 | sunway associates L7 | SATHI ENTERPRISES L3 | AMIT AGARWAL L6 | r.s.jain & sons L4 | Sudarshan Associates L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas in soft/loose soil nexc 1.50m deep and getting out complete all as specified and as directed. | 589 | Cum | 100 ₹58,900 | 180 ₹1,06,020 | 225 ₹1,32,525 | 88 ₹51,832 Lowest | 190 ₹1,11,910 | 100 ₹58,900 | 150 ₹88,350 |
| 2.00 | M&L for hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. | 96.75 | Cum | 900 ₹87,075 | 700 ₹67,725 Lowest | 810 ₹78,367.5 | 1,200 ₹1,16,100 | 1,000 ₹96,750 | 800 ₹77,400 | 800 ₹77,400 |
| 3.00 | M&L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering as required complete all as specified and as directed. | 384.5 | Cum | 390 ₹1,49,955 | 450 ₹1,73,025 | 740 ₹2,84,530 | 350 ₹1,34,575 Lowest | 750 ₹2,88,375 | 400 ₹1,53,800 | 650 ₹2,49,925 |
| 4.00 | Removing excavated material (soil) to a distance exc. 250 m and n exc 500 m and and depositing where directed at a level nexc 1.50 m above the starting point complete all as specified and as directed. | 589 | Cum | 50 ₹29,450 Lowest | 80 ₹47,120 | 99 ₹58,311 | 150 ₹88,350 | 80 ₹47,120 | 50 ₹29,450 Lowest | 100 ₹58,900 |
| 5.00 | M&L for cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete and sub base of floor complete all as specified and as directed. | 64 | Cum | 2,450 ₹1,56,800 | 2,400 ₹1,53,600 | 2,700 ₹1,72,800 | 2,150 ₹1,37,600 Lowest | 2,600 ₹1,66,400 | 2,700 ₹1,72,800 | 3,800 ₹2,43,200 |
| 6.00 | M&L for cement concrete (1:2:4) type B-2 (using 40mm graded stone aggregate) in filling sub base, base complete all as specified and as directed. | 62 | Cum | 5,000 ₹3,10,000 | 3,000 ₹1,86,000 Lowest | 4,500 ₹2,79,000 | 4,600 ₹2,85,200 | 4,800 ₹2,97,600 | 5,000 ₹3,10,000 | 5,000 ₹3,10,000 |
| 7.00 | M&L for stone sett flooring with stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush complete all as specified and as directed. | 620 | Sqm | 1,350 ₹8,37,000 Lowest | 1,400 ₹8,68,000 | 2,400 ₹14,88,000 | 1,350 ₹8,37,000 Lowest | 1,650 ₹10,23,000 | 1,350 ₹8,37,000 Lowest | 1,550 ₹9,61,000 |
| 8.00 | M&L for edge stones to flooring with stone setts of size 250 to 300mm long x 150 to 200mm wide, and 450mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush complete all as specified and as directed. | 37.45 | Sqm | 1,680 ₹62,916 | 1,800 ₹67,410 | 2,200 ₹82,390 | 1,800 ₹67,410 | 1,750 ₹65,537.5 | 1,450 ₹54,302.5 Lowest | 1,700 ₹63,665 |
| 9.00 | Excavating in post holes (or similar holes) in soft/loose soil each n exc 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and as directed. | 14 | Each | 80 ₹1,120 | 90 ₹1,260 | 350 ₹4,900 | 200 ₹2,800 | 300 ₹4,200 | 75 ₹1,050 Lowest | 100 ₹1,400 |
| 10.00 | S&F pre-painted galvalume aluminium zinc coating steel based corrugated/Plain steel sheet 0.50mm thick (total coated thickness) of any colour having tensile strength of 550 Mpa minimum, yeild strength, it shall be coated with hot dip alloy of 55% aluminimum, 43.5% zinc,1.5% Silicon and finished with resin coat on both surface @ 150 gm/ sqm of coating as specified and shall be fixed with hot dip galvanised, self drilling and self tapping screws neoprened and EDPM washers as in roof covering all as directed at site complete all as specified and as directed. | 530 | Sqm | 840 ₹4,45,200 | 800 ₹4,24,000 | 888 ₹4,70,640 | 800 ₹4,24,000 | 800 ₹4,24,000 | 775 ₹4,10,750 Lowest | 849 ₹4,49,970 |
Tender Value
₹43.6 L
EMD Value
₹88,000
Closing Date
18 Feb 2026, 6:00 pmClosed
GE (MIS) Mhow
Garrison Engineer (Maint) Infantry School Mhow (MP) - 453441
PROVN OF SHED FOR A VEHICLE ALONGWITH HARDSTANDING AND TOILET BLOCK FOR DEMO MECH COY TRG AREA AT RICHHABARDI UNDER GE MIS MHOW
2026_MES_750164_1
8884/GE (MIS)/Mhow
Open Tender
Civil Works - Others
Item Rate
150 days
GE (MIS) Mhow
All as per Tender document
8 documents required · 8 mandatory
₹500
GE (MIS) Mhow
₹88,000
Yes
25 Mar 2026
28 Jan 2026
20 Feb 2026
28 Jan 2026
18 Feb 2026
11 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over areas in soft/loose soil nexc 1.50m deep and getting out complete all as specified and as directed. | 589 | Cum | - | - |
| 2 | M&L for hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. | 96.75 | Cum | - | - |
| 3 | M&L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering as required complete all as specified and as directed. | 384.5 | Cum | - | - |
| 4 | Removing excavated material (soil) to a distance exc. 250 m and n exc 500 m and and depositing where directed at a level nexc 1.50 m above the starting point complete all as specified and as directed. | 589 | Cum | - | - |
| 5 | M&L for cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete and sub base of floor complete all as specified and as directed. | 64 | Cum | - | - |
| 6 | M&L for cement concrete (1:2:4) type B-2 (using 40mm graded stone aggregate) in filling sub base, base complete all as specified and as directed. | 62 | Cum | - | - |
| 7 | M&L for stone sett flooring with stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush complete all as specified and as directed. | 620 | Sqm | - | - |
| 8 | M&L for edge stones to flooring with stone setts of size 250 to 300mm long x 150 to 200mm wide, and 450mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush complete all as specified and as directed. | 37.45 | Sqm | - | - |
| 9 | Excavating in post holes (or similar holes) in soft/loose soil each n exc 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and as directed. | 14 | Each | - | - |
| 10 | S&F pre-painted galvalume aluminium zinc coating steel based corrugated/Plain steel sheet 0.50mm thick (total coated thickness) of any colour having tensile strength of 550 Mpa minimum, yeild strength, it shall be coated with hot dip alloy of 55% aluminimum, 43.5% zinc,1.5% Silicon and finished with resin coat on both surface @ 150 gm/ sqm of coating as specified and shall be fixed with hot dip galvanised, self drilling and self tapping screws neoprened and EDPM washers as in roof covering all as directed at site complete all as specified and as directed. | 530 | Sqm | - | - |
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