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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.5 LAccepted-AOC | ₹16.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹19.3 LRejected-AOC | ₹19.3 L | L2 | Rejected-AOC L2 |
| 3 | L3₹19.6 LRejected-Finance | ₹19.6 L | L3 | Rejected-Finance L3 |
| 4 | L4₹20.5 LRejected-Finance DIAMOND NR CHELORA HEALTH CENTER MATHUKKOTH VARAM KANNUR KERALA 670504 | KANNUR | KANNUR | KERALA | 670504 | ₹20.5 L | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | MANORANJ C.P L1 | P MANOHARAN L3 | Santhosh Kumar T L4 | C RAMESHAN L2 |
|---|---|---|---|---|---|---|---|
| 1.00Interlock | |||||||
| 1.00 | 15.10.1:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In lime mortar | 17.24 | cum | 1,103.55 ₹19,025.2 | 1,306 ₹22,515.44 | 1,370.6 ₹23,629.14 | 1,285.11 ₹22,155.3 |
| 1.00 | 15.23.2:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm | 183 | sqm | 85.37 ₹15,622.71 | 101 ₹18,483 | 105.92 ₹19,383.36 | 99.42 ₹18,193.86 |
| 1.00 | 16.77:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1 km ( by mechanical means). | 748 | sqm | 5.35 ₹4,001.8 | 6 ₹4,488 | 6.55 ₹4,899.4 | 6.23 ₹4,660.04 |
| 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 | 2.15 | sqm | 98.82 ₹211.97 | 116 ₹248.82 | 122 ₹261.69 | 113.91 ₹244.34 |
| 1.00 | 16.78.1: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 - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | 176.32 | cum | 2,429.75 ₹4,28,425.67 | 2,875 ₹5,06,934.38 | 3,016.99 ₹5,31,970.76 | 2,829.52 ₹4,98,915.11 |
| 1.01 | 16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 1,063 | sqm | 869.32 ₹9,24,087.16 | 1,028 ₹10,92,764 | 1,078.88 ₹11,46,849.44 | 1,012.36 ₹10,76,138.68 |
| 1.01 | 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) | 2.4 | cum | 5,782.55 ₹13,878.12 | 6,841 ₹16,418.4 | 7,180.91 ₹17,234.18 | 6,733.97 ₹16,161.53 |
| 1.01 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 37.26 | cum | 187.79 ₹6,997.06 | 222 ₹8,271.72 | 232.8 ₹8,674.13 | 218.69 ₹8,148.39 |
| 1.01 | OD331357/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 9.5 | cum | 5,312.88 ₹50,472.36 | 6,286 ₹59,717 | 6,564.96 ₹62,367.12 | 6,187.02 ₹58,776.69 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
9 Mar 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER PWD BUILDINGS DIVISON, THALASSERY
GENERAL PWD Providing Interlock to PWD Compound Yard General Civil Work
2026_PWD_842295_1
83/2025-26
Open Tender
Civil Works - Buildings
Kannur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
27 Jun 2026
2 Mar 2026
11 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
Interlock
15.10.1:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In lime mortar
15.23.2:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm
16.77:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1 km ( by mechanical means).
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
16.78.1: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 - I ( size range 75 mm to 0.075 mm) having CBR Value- 30
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
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)
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
OD331357/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
4.1.3: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 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
13.47.1:Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
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