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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.2 LAccepted-AOC NELLIKUZHY GRAMA PANCHAYATH | WAYANAD | KERALA | 670644 | ₹12.2 L | 1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | antony devassy L1 |
|---|---|---|---|---|
| 1.00Providing drainage fecilities. | ||||
| 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 | 1.35 | cum | 746.48 ₹1,007.75 |
| 1.00 | 2.4.4.D: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 Dismantling Stone Masonry - Dry rubble masonry | 8.06 | cum | 500.01 ₹4,032.08 |
| 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) | 16.7 | cum | 60.8 ₹1,015.36 |
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 57.3 | cum | 47.94 ₹2,746.96 |
| 1.00 | OD128936/2025-2026:Construction of dry rubble packing using departmental rubbles at cross drainage works for relatively less important works. | 8.04 | cum | 1,460.41 ₹11,741.70 |
| 1.01 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 216 | sqm | 5.93 ₹1,280.88 |
| 1.01 | 4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method | 32.4 | cum | 3,391.94 ₹1.1 L |
| 1.01 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 216 | sqm | 1,161.75 ₹2.5 L |
| 1.01 | OD125414/2025-2026:Bailing out water using 5 HP Motor and pump set, conveyance charges, cost of oil etc complete. | 32 | hour | 346.66 ₹11,093.12 |
Tender Value
₹12.7 L
EMD Value
₹31,765
Closing Date
7 Jan 2026, 11:00 amClosed
Assistant Executive Engineer
The Assistant Executive Engineer PWD Roads Subdivision Kothamangalam
The estimate is for providing drainage facilities in Pulinthanam Vettithara Road ch.0/000 to 3/750 under Roads Section Pothanikkad
2025_PWD_818521_3
03/AEE/KLMRSD/2025-26
Open Tender
Civil Works - Roads
180 days
Pothanicadu
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹31,765
27 Jan 2026
1 Jan 2026
9 Jan 2026
1 Jan 2026
7 Jan 2026
1 Jan 2026
Amount
Providing drainage fecilities.
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
2.4.4.D: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 Dismantling Stone Masonry - Dry rubble masonry
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)
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
OD128936/2025-2026:Construction of dry rubble packing using departmental rubbles at cross drainage works for relatively less important works.
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
OD125414/2025-2026:Bailing out water using 5 HP Motor and pump set, conveyance charges, cost of oil etc complete.
OD125418/2025-2026:Putting up Ring bund 1/2 (1.50+1.00) 1.00 m size using earth filled cement bags, packing tightly and removing after completion of work.
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:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
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
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
OD125442/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia PVC pipes, working pressure 4kg/sqm including cost of materials, conveyance, labour charges etc complete.
Bidder Name
antony devassy
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