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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC | ₹6.7 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹7.1 LRejected-AOC | ₹7.1 L | L2 | Rejected-AOC high quoted |
| 3 | L3₹7.4 LRejected-AOC | ₹7.4 L | L3 | Rejected-AOC high quoted |
| 4 | L4₹7.8 LRejected-Finance | ₹7.8 L | L4 | Rejected-Finance high quoted |
| 5 | L5₹7.8 LRejected-Finance | ₹7.8 L | L5 | Rejected-Finance high quoted |
| Sl No | Description | Qty | Unit | Abhilash k L3 | RAJAN P L4 | Santhosh Kumar K.V. L2 | SANOOP L1 | sreejith m.p L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Renovation Work | ||||||||
| 1.00 | 16.91.2:Providing and laying factory made chamfered edge Cement Concrete paver blocks
in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,
thickness & size/ shape, made by table vibratory method using PU mould, laid in
required colour & pattern over 50mm thick compacted bed of sand, compacting and
proper embedding/laying of inter locking paver blocks into the sand bedding layer
through vibratory compaction by using plate vibrator, filling the joints with sand and
cutting of paver blocks as per required size and pattern, finishing and sweeping
extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | 561.4 | sqm | 1,100 ₹6.2 L | 1,100 ₹6.2 L | 1,000 ₹5.6 L | 950 ₹5.3 L | 1,075 ₹6.0 L |
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 1.95 | cum | 300 ₹585 | 1,500 ₹2,925 | 2,000 ₹3,900 | 1,700 ₹3,315 | 2,200 ₹4,290 |
| 1.00 | OD148790/2025-2026:Dry rubble masonry with hard stone (Using departmental 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, labour charges etc.complete as per direction of engineer in charge. | 0.82 | cum | 1,250 ₹1,031.25 | 3,000 ₹2,475 | 2,600 ₹2,145 | 2,700 ₹2,227.50 | 2,900 ₹2,392.50 |
| 1.00 | 2.1.1: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 | 2.34 | sqm | 60 ₹140.40 | 100 ₹234 | 123 ₹287.82 | 100 ₹234 | 100 ₹234 |
| 1.00 | OD148656/2025-2026:Dry rubble masonry with hard stone in super structure below ground level and, 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 | 1.32 | cum | 3,500 ₹4,620 | 3,500 ₹4,620 | 3,000 ₹3,960 | 3,350 ₹4,422 | 300 ₹396 |
| 1.01 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 2.34 | cum | 6,500 ₹15,210 | 8,000 ₹18,720 | 6,600 ₹15,444 | 7,300 ₹17,082 | 8,100 ₹18,954 |
| 1.01 | 16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20 | 17.03 | cum | 2,000 ₹34,060 | 3,000 ₹51,090 | 2,700 ₹45,981 | 2,450 ₹41,723.50 | 2,900 ₹49,387 |
| 1.01 | OD149187/2025-2026:Providing and fixing Vitrified wall tile conforming to IS : 15622( thickness to be specified by the manufacturer ),of approved make , in all colours , shade, as approved by Engineer in-Charge, in skirting , risers of steps and dados, using Gum addesive (MYK LATICRETE 315 Grey adhesive or equivalent ) excluding pointing in white cement mixed with pigment of marching shade complete. Size 600 x600 mm | 52.51 | sqm | 1,050 ₹55,135.50 | 1,300 ₹68,263 | 1,200 ₹63,012 | 1,100 ₹57,761 | 1,650 ₹86,641.50 |
| 1.01 | 11.48.2:Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg). including filling /grouting and finishing complete as per direction of Engineer-in-charge.Size of Tile 600x600 mm | 52.51 | sqm | 250 ₹13,127.50 | 200 ₹10,502 | 225 ₹11,814.75 | 220 ₹11,552.20 | 250 ₹13,127.50 |
Tender Value
₹8.5 L
EMD Value
₹21,180
Closing Date
7 Feb 2026, 3:00 pmClosed
AEE
AEE, Office of the AEE, PWD Building subdivision,Civil station,Kozhikode.
The estimate was prepared based on the request received from the General Manager, District Industries centre Kozhikode.
2026_PWD_832106_1
PWD/BLDG/TR/16893/2025_5_1_1/1
Open Tender
Civil Works - Buildings
180 days
vellayil
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,180
Yes
11 Mar 2026
30 Jan 2026
9 Feb 2026
30 Jan 2026
7 Feb 2026
30 Jan 2026
Renovation Work
16.91.2:Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
OD148790/2025-2026:Dry rubble masonry with hard stone (Using departmental 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, labour charges etc.complete as per direction of engineer in charge.
2.1.1: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
OD148656/2025-2026:Dry rubble masonry with hard stone in super structure below ground level and, 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
50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20
OD149187/2025-2026:Providing and fixing Vitrified wall tile conforming to IS : 15622( thickness to be specified by the manufacturer ),of approved make , in all colours , shade, as approved by Engineer in-Charge, in skirting , risers of steps and dados, using Gum addesive (MYK LATICRETE 315 Grey adhesive or equivalent ) excluding pointing in white cement mixed with pigment of marching shade complete. Size 600 x600 mm
11.48.2:Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg). including filling /grouting and finishing complete as per direction of Engineer-in-charge.Size of Tile 600x600 mm
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