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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.5 LAccepted-AOC ANUGRAH H MANGOTTUPARAMBA PUTHIYANGADI EDAKKAD PO CALICUT 673005 | KOZHIKODE | KERALA | 673005 | 1 | Accepted-AOC work awarded | |
| 2 | 2₹4.1 L+₹58,059.93 (16.5%)Rejected-Finance | 2 | Rejected-Finance work awarded to l1 |
| Sl No | Description | Qty | Unit | BRIJESH L1 | AJAYAKUMAR L2 |
|---|---|---|---|---|---|
| 1.00Building | |||||
| 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 | 7.85 | cum | 311.91 ₹2,447.87 Lowest | 363.45 ₹2,852.36 |
| 1.00 | OD32375/2026-2027:Dry rubble masonry, without concrete levelling course, with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc up to plinth level complete as per direction of departmental officers at site | 4.12 | cum | 3,830.55 ₹15,789.53 Lowest | 4,463.57 ₹18,398.84 |
| 1.00 | 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) | 1.98 | cum | 7,234.49 ₹14,353.23 Lowest | 8,430.02 ₹16,725.16 |
| 1.00 | 2.25: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. | 2.06 | cum | 276.14 ₹569.12 Lowest | 321.77 ₹663.17 |
| 1.00 | 4.1.8: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) | 0.44 | cum | 6,878.47 ₹3,047.16 Lowest | 8,015.16 ₹3,550.72 |
| 1.01 | 4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 0.13 | cum | 7,858.06 ₹1,021.55 Lowest | 9,156.64 ₹1,190.36 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 10.68 | sqm | 661.48 ₹7,064.61 Lowest | 770.79 ₹8,232.04 |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 18.2 | metre | 197.81 ₹3,600.14 Lowest | 230.49 ₹4,194.92 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 12.66 | sqm | 833.48 ₹10,551.86 Lowest | 971.21 ₹12,295.52 |
Tender Value
₹3.7 L
EMD Value
₹9,305
Closing Date
13 Aug 2026, 3:00 pmClosed
Assistant Executive Engineer
Building subdivision Kozhikode
GENERAL-USR work -Providing security cabin and toilet at ladies hostel - Vellimadukunnu-General Civil Work
2026_PWD_864206_1
PWD/BLDG/TR/7954/2026_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
210 days
vellimadukunnu
Please refer Tender documents.
8 documents required · 8 mandatory
₹825
Yes
₹9,305
Yes
26 Sept 2026
4 Aug 2026
14 Aug 2026
4 Aug 2026
13 Aug 2026
4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building | |||||
| 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 | 1 | cum | - | - |
| 1.002 | OD32375/2026-2027:Dry rubble masonry, without concrete levelling course, with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc up to plinth level complete as per direction of departmental officers at site | 1 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 2.25: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 | cum | - | - |
| 1.005 | 4.1.8: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) | - | cum | - | - |
| 1.006 | 4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.007 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.008 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 1 | metre | - | - |
| 1.009 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
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