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| Sl No | Description | Qty | Unit | SANOOP L1 | JASIR CA L2 |
|---|---|---|---|---|---|
| 1.00Civil works | |||||
| 1.00 | OD329075/2025-2026:Engaging labour for removing Roof tiles from roof and stacking it form future use | 1,728 | sqm | 130 ₹2,24,640 Lowest | 139.27 ₹2,40,658.56 |
| 1.00 | OD328931/2025-2026:Providing and covering roof with two compound water proofing materials (resin and hardner) with the following procedure . Cleaning the dry surface with brushes and blower, brushing the first coat of waterproofing material over the cleaned dry surface, laying and mixing the GFR sheet 350mm thick in the first layer and brushing the second coat of waterproofing material over the GFR sheet and sprinkle M sand on the surface for roughing the surface. | 1,728 | sqm | 1,070 ₹18,48,960 Lowest | 1,262.35 ₹21,81,340.8 |
| 1.00 | 12.48:Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) | 1,728 | sqm | 370 ₹6,39,360 Lowest | 372.92 ₹6,44,405.76 |
| 1.00 | 12.49:Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately ). | 124 | metre | 87 ₹10,788 | 83.68 ₹10,376.32 Lowest |
| 1.00 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 9.8 | cum | 7,000 ₹68,600 | 6,994.96 ₹68,550.61 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 84 | sqm | 300 ₹25,200 Lowest | 317.21 ₹26,645.64 |
| 1.01 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. | 276.25 | cum | 390 ₹1,07,737.5 | 382.38 ₹1,05,632.48 Lowest |
| 1.01 | 14.72:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done . | 1,404 | sqm | 250 ₹3,51,000 Lowest | 306.59 ₹4,30,452.36 |
| 1.01 | 14.1.1:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand) | 25.5 | sqm | 427 ₹10,888.5 Lowest | 497.36 ₹12,682.68 |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
11 Aug 2026, 3:00 pmClosed
Executive Engineer
Office of the Executive Engineer, PWD Buildings Division, Kozhikode
GENERAL Water proofing to Administration block building roof and well wall construction at KIRTADS Work General Civil Work
2026_PWD_863798_1
12/EEBK/2026-27
Open Tender
Civil Works - Buildings
Item Rate
300 days
Chevayur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
7 Sept 2026
3 Aug 2026
13 Aug 2026
3 Aug 2026
11 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil works | |||||
| 1.001 | OD329075/2025-2026:Engaging labour for removing Roof tiles from roof and stacking it form future use | - | sqm | - | - |
| 1.002 | OD328931/2025-2026:Providing and covering roof with two compound water proofing materials (resin and hardner) with the following procedure . Cleaning the dry surface with brushes and blower, brushing the first coat of waterproofing material over the cleaned dry surface, laying and mixing the GFR sheet 350mm thick in the first layer and brushing the second coat of waterproofing material over the GFR sheet and sprinkle M sand on the surface for roughing the surface. | - | sqm | - | - |
| 1.003 | 12.48:Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) | - | sqm | - | - |
| 1.004 | 12.49:Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately ). | - | metre | - | - |
| 1.005 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | - | cum | - | - |
| 1.006 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.007 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. | - | cum | - | - |
| 1.008 | 14.72:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done . | - | sqm | - | - |
| 1.009 | 14.1.1:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand) | - | sqm | - | - |
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