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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.0 LAccepted-AOC | ₹36.0 L Quoted ₹35.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹37.0 LRejected-AOC | ₹37.0 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Ashraf K.A. L1 | P A JOHN L2 |
|---|---|---|---|---|---|
| 1.00Drain work | |||||
| 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 | 60.89 | cum | 700 ₹42,625.80 | 750 ₹45,670.50 |
| 1.00 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 198 | cum | 65.11 ₹12,891.78 | 70 ₹13,860 |
| 1.00 | OD25158/2025-2026:Construction and filling of granular material by providing graded material comprising of 26.5 mm to 9.5 mm,9.5 mm to 2.36 mm and 2.36 mm below and spreading in uniform layers by manual means in drain foundation mixing by mix in place method with rotatory and compacting with plate compactor to achieve the desired density, etc.complete. | 18 | cum | 2,774.72 ₹49,944.96 | 2,600 ₹46,800 |
| 1.00 | OD25157/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete (Derive from Irrigation OD 60.2.2) | 166 | hour | 489.73 ₹81,295.18 | 430 ₹71,380 |
| 1.00 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 24.6 | cum | 7,557.43 ₹1.9 L | 6,800 ₹1.7 L |
| 1.01 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | 118.87 | cum | 9,510.64 ₹11.3 L | 9,000 ₹10.7 L |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 9.72 | MT | 1,03,833.36 ₹10.1 L | 96,000 ₹9.3 L |
| 1.01 | 55.25:Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete | 27 | cum | 3,305.16 ₹89,239.32 | 3,100 ₹83,700 |
| 1.01 | OD25162/2025-2026:Providing and laying Tactile tile of M- 30 grade (for vision impaired persons as per standards) of size 300 x300x 60 mm made by block making machine with strong vibratory
compaction, of approved size, design & amp; 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. | 54 | sqm | 1,592.03 ₹85,969.62 | 1,500 ₹81,000 |
Tender Value
₹38.1 L
EMD Value
₹50,000
Closing Date
12 Nov 2025, 2:00 pmClosed
Executive Engineer
PWD ROAD DIVISION ERNAKULAM
Please see the tender documents and NIT for work details
2025_PWD_818489_1
PWD/RB/TR/6921/2025_5_1_1/1
Open Tender
Civil Works - Roads
180 days
Mattanchery
Please see the tender documents and NIT for work details
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
14 Jan 2026
3 Nov 2025
14 Nov 2025
3 Nov 2025
12 Nov 2025
3 Nov 2025
Amount
Drain work
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
3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
OD25158/2025-2026:Construction and filling of granular material by providing graded material comprising of 26.5 mm to 9.5 mm,9.5 mm to 2.36 mm and 2.36 mm below and spreading in uniform layers by manual means in drain foundation mixing by mix in place method with rotatory and compacting with plate compactor to achieve the desired density, etc.complete.
OD25157/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete (Derive from Irrigation OD 60.2.2)
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
55.25:Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete
OD25162/2025-2026:Providing and laying Tactile tile of M- 30 grade (for vision impaired persons as per standards) of size 300 x300x 60 mm made by block making machine with strong vibratory compaction, of approved size, design & amp; 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.
OD25161/2025-2026:Supplying and laying interlocking tile 60mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobblesin lines and levels as per the directions of the departmental officers at site inclusive of all cost& conveyance charges etc. complete.1
OD25160/2025-2026:Laying at or near ground level factory made kerb stone of length 300mm and 150mm bottom width chamfered at top with height 400 mm of M25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3(1ement:3 coarse sand) including making joints with or without grooves (thickness of joints except sharp curve shall not be more than 5mm) including making drainage opening wherever required etc. complete as per direction of Engineer in charge . Precast CC kerb stone shall be approved by Engineer in charge)
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
OD25159/2025-2026:Engaging man Mazdoor for cleaning berms of road and existing foot path etc. complete as per direction of departmental officers at site
OD125900/2025-2026:Supplying and fixing C.I. cover with frame(Heavy duty) the weight of the cover to be not less than 108kg-560mm dia. cover
OD131768/2025-2026:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) 9Derived from DSR Item 10.28)
P A JOHN (BID ID -2436232)
Bidder Name
P A JOHN
Ashraf K.A.
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