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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC ARISHAD HOUSE AHMED NAGAR PANTAS KUTTER MALAPPURAM KERALA | MALAPPURAM | MALAPPURAM | KERALA | 676305 | ₹1.3 Cr | L1 | Accepted-AOC agreement executed |
| Sl No | Description | Qty | Unit | Muhammed L1 |
|---|---|---|---|---|
| 1.00road safety | ||||
| 1.00 | 2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means | 0.43 | cum | 841.05 ₹363.33 Lowest |
| 1.00 | OD132451/2025-2026:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without cusing any damage to other utilities ,including the charges for hire and conveyance of tools and plant,cost of consumables and charges for lighting ,watching,ribbon fencing ,caution boards,traffic diversion ,and as per the direction of departmental officers etc complete before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | 2,200 | metre | 35.72 ₹78,584 Lowest |
| 1.00 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method | 214.5 | cum | 4,029.3 ₹8,64,284.85 Lowest |
| 1.00 | 8.22:Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified | 800 | metre | 6,337.98 ₹50,70,384 Lowest |
| 1.00 | OD133341/2025-2026:Encasing the deteriorated surface using micro concrete applying epoxy bonding agent on the existing concrete surface so as to get a well bonding with the new substract as per manufactures specification and as per the instruction of engineer in charge. | 18.4 | cum | 66,195.92 ₹12,18,004.93 Lowest |
| 1.01 | 55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm | 23 | each | 3,381.61 ₹77,777.03 Lowest |
| 1.01 | OD151937/2025-2026:Construction of a permanent type barricade made of steel components, 1.5 m high from road level, fitted with 3 horizontal rails 200 mm wide and 4 m long on 50 x 50 x 5 mm angle iron vertical support, painted with yellow and white strips, 150 mm in width at an angle of450, complete as per IRC:SP:55-2001 | 260 | each | 7,854.03 ₹20,42,047.8 Lowest |
| 1.01 | OD152001/2025-2026:Providing and Laying at or near ground level factory made kerbstone of M25 grade cement concrete
in
position to the required line, level and curvature, jointed with cement mortar 1:3 ( 1
cement : 3 coarse sand),
including making joints with or without grooves ( thickness of joints, except at sharp
curve, shall not be more than
5 mm), including making drainage opening wherever required etc. complete as per
direction of Engineer-incharge.(Length of finished kerb edging shall be measured for
payment).(Precast CC kerb stone shall be
approved by Engineer in Charge)(based on CPWD data 16.69) | 156.05 | cum | 9,171.59 ₹14,31,217.45 Lowest |
| 1.01 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | 56.19 | cum | 9,621.03 ₹5,40,634.54 Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹50,000
Closing Date
24 Mar 2026, 4:00 pmClosed
Superintending Engineer, Roads Central Circle
Superintending Engineer, Roads Central Circle Aluva
Dismantling the existing utilites,concrete median for a length of 800m, steel median for a length of 1040m,kerb stone, traffic safety items, temporary and permananent round about , utility shifting etc. and provisions for minimal electrification
2026_PWD_835621_3
PWD/RB/TR/15176/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Ernakulam Kalady Mattoor
Please refer Tender documents.
10 documents required · 10 mandatory
₹6,508
Yes
₹50,000
Yes
4 Aug 2026
13 Mar 2026
27 Mar 2026
13 Mar 2026
24 Mar 2026
13 Mar 2026
13 Mar 2026 - 24 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road safety | |||||
| 1.001 | 2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means | 1 | cum | - | - |
| 1.002 | OD132451/2025-2026:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without cusing any damage to other utilities ,including the charges for hire and conveyance of tools and plant,cost of consumables and charges for lighting ,watching,ribbon fencing ,caution boards,traffic diversion ,and as per the direction of departmental officers etc complete before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | - | metre | - | - |
| 1.003 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method | - | cum | - | - |
| 1.004 | 8.22:Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified | - | metre | - | - |
| 1.005 | OD133341/2025-2026:Encasing the deteriorated surface using micro concrete applying epoxy bonding agent on the existing concrete surface so as to get a well bonding with the new substract as per manufactures specification and as per the instruction of engineer in charge. | 1 | cum | - | - |
| 1.006 | 55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm | - | each | - | - |
| 1.007 | OD151937/2025-2026:Construction of a permanent type barricade made of steel components, 1.5 m high from road level, fitted with 3 horizontal rails 200 mm wide and 4 m long on 50 x 50 x 5 mm angle iron vertical support, painted with yellow and white strips, 150 mm in width at an angle of450, complete as per IRC:SP:55-2001 | - | each | - | - |
| 1.008 | OD152001/2025-2026:Providing and Laying at or near ground level factory made kerbstone of M25 grade cement concrete
in
position to the required line, level and curvature, jointed with cement mortar 1:3 ( 1
cement : 3 coarse sand),
including making joints with or without grooves ( thickness of joints, except at sharp
curve, shall not be more than
5 mm), including making drainage opening wherever required etc. complete as per
direction of Engineer-incharge.(Length of finished kerb edging shall be measured for
payment).(Precast CC kerb stone shall be
approved by Engineer in Charge)(based on CPWD data 16.69) | 0.6 | cum | - | - |
| 1.009 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | 1 | cum | - | - |
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