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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.1 LAccepted-AOC 1002 SUB TREASURY PEERUMEDU | IDUKKI | KERALA | 685501 | 1 | Accepted-AOC L1 | |
| 2 | 2₹7.2 L+₹10,736.17 (1.52%)Rejected-AOC 309 26 CHAPPATH MKC ROAD CONERELE | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | DESIGN TECH ENGINEERS AND CONTRACTORS L1 | SM BUILDERS L2 |
|---|---|---|---|---|---|
| 1.00COMMUNITY HALL | |||||
| 1.00 | 2.8.1: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 | 17.1 | cum | 356 ₹6,087.6 Lowest | 359.72 ₹6,151.21 |
| 1.00 | OD454139/2025-2026:DRY RUBBLE MASONRY - Dry rubble without concrete, levelling course, masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials, labour charges etc. complete as per direction of departmental offices at sites. | 27.6 | cum | 3,758 ₹1,03,720.8 Lowest | 3,802.58 ₹1,04,951.21 |
| 1.00 | 5.22.6: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 | 250 | kilogram | 108 ₹27,000 Lowest | 112.43 ₹28,107.5 |
| 1.00 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.42 | cum | 9,858 ₹33,714.36 Lowest | 9,963.93 ₹34,076.64 |
| 1.00 | 50.6.2.2:Solid 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 up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 13.17 | cum | 7,628 ₹1,00,476.02 Lowest | 7,713.54 ₹1,01,602.75 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 148.62 | sqm | 368 ₹54,692.16 Lowest | 369.79 ₹54,958.19 |
| 1.01 | 9.7.7.1:Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured), Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:4 mm thick glass pane (weight not less than 10kg/sqm). | 2.2 | sqm | 2,348 ₹5,172.64 Lowest | 2,379 ₹5,240.94 |
| 1.01 | 21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):
For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) | 20 | kg | 578 ₹11,560 Lowest | 584.72 ₹11,694.4 |
| 1.01 | 21.1.1.1:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):
For fixed portionAnodised aluminium (anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15) | 50 | kg | 538 ₹26,900 Lowest | 544.2 ₹27,210 |
Tender Value
₹7.2 L
EMD Value
₹17,932
Closing Date
10 Mar 2026, 10:00 amClosed
Asst.Engineer LID EW Sub Division Azhutha
LID EW Sub Division office Azhutha, Peerumedu
Building work
2026_LSGD_842796_8
03 2026 AE LIDEW AZTHA
Open Tender
Civil Works - Buildings
Item Rate
Peerumedu
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,215
₹17,932
2 Jul 2026
3 Mar 2026
11 Mar 2026
3 Mar 2026
10 Mar 2026
3 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1COMMUNITY HALL | |||||
| 1.001 | 2.8.1: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 | - | cum | - | - |
| 1.002 | OD454139/2025-2026:DRY RUBBLE MASONRY - Dry rubble without concrete, levelling course, masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials, labour charges etc. complete as per direction of departmental offices at sites. | - | cum | - | - |
| 1.003 | 5.22.6: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 | - | kilogram | - | - |
| 1.004 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.005 | 50.6.2.2:Solid 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 up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | - | cum | - | - |
| 1.006 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.007 | 9.7.7.1:Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured), Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:4 mm thick glass pane (weight not less than 10kg/sqm). | 1 | sqm | - | - |
| 1.008 | 21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):
For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) | - | kg | - | - |
| 1.009 | 21.1.1.1:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):
For fixed portionAnodised aluminium (anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15) | - | kg | - | - |
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