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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | ₹3.3 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹3.6 L+₹25,351.20 (7.61%)Rejected-AOC | ₹3.6 L+₹25,351.20 (7.61%) | L2 | Rejected-AOC Accepted |
| Sl No | Description | Qty | Unit | BINU PRINCE ABRAHAM L2 | Jincy Mathew L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed: All Kinds of soil | 9 | m2 | 143.58 ₹1,292.22 | 50 ₹450 Lowest |
| 2.00 | 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 | 1.46 | m3 | 384.9 ₹561.18 | 100 ₹145.8 Lowest |
| 3.00 | Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 4 | m3 | 7,309.32 ₹29,237.28 | 6,831.14 ₹27,324.56 Lowest |
| 4.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 3.63 | m3 | 340.76 ₹1,235.6 | 318.47 ₹1,154.77 Lowest |
| 5.00 | Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete | 2.64 | m2 | 413.19 ₹1,090.82 | 100 ₹264 Lowest |
| 6.00 | Hollow block masonry using pre cast blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part 1 of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete. | 6 | m3 | 7,092.85 ₹42,557.1 | 6,628.84 ₹39,773.04 Lowest |
| 7.00 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, and one coat of epoxy paint including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes | 100 | Kg | 212.48 ₹21,248 | 198.58 ₹19,858 Lowest |
| 8.00 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and one coat of epoxy paint all complete. | 15 | Kg | 130.71 ₹1,960.65 | 122.16 ₹1,832.4 Lowest |
| 9.00 | Centering and shuttering including strutting, etc. and removal of form for: Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.18 | m2 | 816.28 ₹146.93 | 762.88 ₹137.32 Lowest |
| 10.00 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 10 | Kg | 120.3 ₹1,203 | 112.43 ₹1,124.3 Lowest |
Tender Value
Refer Docs
EMD Value
₹8,400
Closing Date
22 Jun 2026, 4:00 pmClosed
University Engineer
Office of the University Engineer
Re-Tender - Construction of New Security Guard Post with toilet at Pallana Hostel
2026_MGU_855656_1
UE/DB/E31/2025-2026
Open Tender
Civil Works - Others
Item Rate
MG UNIVERSITY CAMPUS
Please refer Tender documents.
5 documents required · 5 mandatory
₹700
Yes
₹8,400
Yes
10 Aug 2026
12 Jun 2026
24 Jun 2026
12 Jun 2026
22 Jun 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed: All Kinds of soil | - | m2 | - | - |
| 2 | 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 | - | - |
| 3 | Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | - | m3 | - | - |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 1 | m3 | - | - |
| 5 | Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete | - | m2 | - | - |
| 6 | Hollow block masonry using pre cast blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part 1 of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete. | - | m3 | - | - |
| 7 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, and one coat of epoxy paint including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes | - | Kg | - | - |
| 8 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and one coat of epoxy paint all complete. | - | Kg | - | - |
| 9 | Centering and shuttering including strutting, etc. and removal of form for: Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | m2 | - | - |
| 10 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | - | Kg | - | - |
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