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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-Finance | ₹9.3 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹9.5 LAccepted-Finance | ₹9.5 L | L2 | Accepted-Finance Accepted |
| 3 | L3₹9.8 LAccepted-Finance | ₹9.8 L | L3 | Accepted-Finance Accepted |
| Sl No | Description | Qty | Unit | julimor construction and interiors L1 | SUBITHA P V L2 | BINU KS L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 18 | m3 | 359.72 ₹6,474.96 | 500 ₹9,000 | 359.72 ₹6,474.96 |
| 2.00 | Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 1 | m3 | 2,129.84 ₹2,129.84 | 1,500 ₹1,500 | 2,129.84 ₹2,129.84 |
| 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:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 4 | m3 | 7,932.89 ₹31,731.56 | 8,000 ₹32,000 | 7,932.89 ₹31,731.56 |
| 4.00 | Dry rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12( 1 cement:6 coarse sand :12 stone aggregate 20 mm nominal size) upto plinth level | 13 | m3 | 6,194.69 ₹80,530.97 | 7,000 ₹91,000 | 6,194.69 ₹80,530.97 |
| 5.00 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 7 | m3 | 8,343.49 ₹58,404.43 | 8,000 ₹56,000 | 8,343.49 ₹58,404.43 |
| 6.00 | Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 6 | m2 | 762.88 ₹4,577.28 | 500 ₹3,000 | 762.88 ₹4,577.28 |
| 7.00 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 100 | Kg | 112.43 ₹11,243 | 100 ₹10,000 | 112.43 ₹11,243 |
| 8.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | m3 | 10,488.77 ₹10,488.77 | 10,000 ₹10,000 | 10,488.77 ₹10,488.77 |
| 9.00 | Filling with available fly ash and earth ( excluding rock) in trenches or embankment in layers ( each layer should not exceed 15 cm), with intermediate layer of compacted earth ( Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer - in- charge, including compacting each layer by rolling / ramming and watering, all complete as per drawing and direction of Engineer - in-charge | 7 | m3 | 318.47 ₹2,229.29 | 300 ₹2,100 | 318.47 ₹2,229.29 |
| 10.00 | Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 12 | m3 | 8,936.4 ₹1.1 L | 8,000 ₹96,000 | 8,936.4 ₹1.1 L |
Tender Value
Refer Docs
EMD Value
₹24,450
Closing Date
16 May 2026, 4:00 pmClosed
University Engineer
Office of the University Engineer
School of Mathematics - Construction of Toilet Block
2026_MGU_841011_2
UE/DB/E40/2025-2026
Open Tender
Civil Works - Others
MG UNIVERSITY CAMPUS
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,000
Yes
₹24,450
Yes
21 May 2026
8 May 2026
19 May 2026
8 May 2026
16 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | - | m3 | - | - |
| 2 | Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | - | m3 | - | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | m3 | - | - |
| 4 | Dry rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12( 1 cement:6 coarse sand :12 stone aggregate 20 mm nominal size) upto plinth level | - | m3 | - | - |
| 5 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | m3 | - | - |
| 6 | Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | m2 | - | - |
| 7 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | - | Kg | - | - |
| 8 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | m3 | - | - |
| 9 | Filling with available fly ash and earth ( excluding rock) in trenches or embankment in layers ( each layer should not exceed 15 cm), with intermediate layer of compacted earth ( Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer - in- charge, including compacting each layer by rolling / ramming and watering, all complete as per drawing and direction of Engineer - in-charge | - | m3 | - | - |
| 10 | Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | - | m3 | - | - |
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