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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹2.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.6 L+₹7,582.66 (2.98%)Admitted-Fee/PreQual/Technical/Finance | ₹2.6 L+₹7,582.66 (2.98%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | CALICUT AIRPORT LCCS. LTD. L2 | NOUFEL L1 |
|---|---|---|---|---|---|
| 1.00renovation works | |||||
| 1.00 | OD5664/2026-2027:(OD From DAR 50.12.4.2) Providing and fixing false ceiling with 7.5 mm thick PVC wooden grains panel board ceiling of approved quality in aluminium frame work with necessary screws etc complete as per
Specification. | 57.81 | sqm | 1,242.26 ₹71,815.05 Lowest | 1,242.26 ₹71,815.05 Lowest |
| 1.00 | 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) | 19.5 | kg | 537.08 ₹10,473.06 Lowest | 537.08 ₹10,473.06 Lowest |
| 1.00 | 21.1.2.2:For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron) | 21.79 | kg | 650.53 ₹14,172.45 Lowest | 650.53 ₹14,172.45 Lowest |
| 1.00 | 21.3.1:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | 8.46 | sqm | 1,174.62 ₹9,937.29 Lowest | 1,174.62 ₹9,937.29 Lowest |
| 1.00 | OD89801/2026-2027:Providing and laying 60mm thick factory made cement concrete inter locking paver blockof M30 grade made by block making machine with strong vibratory compaction of approved size,
design& shape, laid in required color and pattern over and including 50mm thick compacted
bed stone aggregate of 6mm size, all complete as per the direction of Engineer in -charge | 24.82 | sqm | 1,063.11 ₹26,384.26 Lowest | 1,063.11 ₹26,384.26 Lowest |
| 1.01 | 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 | 1.71 | cum | 330.41 ₹565 Lowest | 330.41 ₹565 Lowest |
| 1.01 | OD70752/2026-2027:( OD From 60.7.1)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 officers at site | 1.66 | cum | 3,668.07 ₹6,074.32 Lowest | 3,668.07 ₹6,074.32 Lowest |
| 1.01 | 7.1.1: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) | 0.54 | cum | 7,663.65 ₹4,138.37 Lowest | 7,663.65 ₹4,138.37 Lowest |
| 1.01 | 5.1.2: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) | 0.15 | cum | 9,634.13 ₹1,445.12 Lowest | 9,634.13 ₹1,445.12 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,355
Closing Date
13 Aug 2026, 10:00 amClosed
Assistsnt Engineer
Office of the Assistant Engineer, LID EW section , Puzhakkattiri GP
Annual Plan-Project No.138/27-Centre no.166 Pottippara anganvadi Sthree Saktheekarana kendram completion in ward no.16 of Puzhakkattiri GP-General Civil Work
2026_LSGD_863817_12
AE/LIDEW/PKTY/03/2026-27
Open Tender
Civil Works - Buildings
Item Rate
335 days
Pottippara
Please refer Tender documents.
10 documents required · 10 mandatory
₹565
Yes
₹6,355
Yes
21 Aug 2026
5 Aug 2026
17 Aug 2026
5 Aug 2026
13 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1renovation works | |||||
| 1.001 | OD5664/2026-2027:(OD From DAR 50.12.4.2) Providing and fixing false ceiling with 7.5 mm thick PVC wooden grains panel board ceiling of approved quality in aluminium frame work with necessary screws etc complete as per
Specification. | - | sqm | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 21.1.2.2:For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron) | - | kg | - | - |
| 1.004 | 21.3.1:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | - | sqm | - | - |
| 1.005 | OD89801/2026-2027:Providing and laying 60mm thick factory made cement concrete inter locking paver blockof M30 grade made by block making machine with strong vibratory compaction of approved size,
design& shape, laid in required color and pattern over and including 50mm thick compacted
bed stone aggregate of 6mm size, all complete as per the direction of Engineer in -charge | - | sqm | - | - |
| 1.006 | 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 | - | - |
| 1.007 | OD70752/2026-2027:( OD From 60.7.1)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 officers at site | 1 | cum | - | - |
| 1.008 | 7.1.1: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) | - | cum | - | - |
| 1.009 | 5.1.2: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) | - | cum | - | - |
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