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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-Finance | ₹8.5 L | L1 | Accepted-Finance Lowest bidder. Hence accepted |
| 2 | L2₹8.6 LAccepted-Finance | ₹8.6 L | L2 | Accepted-Finance Second bidder. Kept in abeyance till the execution of agreement by the first bidder. |
| Sl No | Description | Qty | Unit | SHAJI JOSEPH L2 | Vargheese Francis L1 |
|---|---|---|---|---|---|
| 1.00Appendix A- Culvert works | |||||
| 1.00 | 2.4.1.B: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 Manual Means | 1.88 | cum | 1,413 ₹2,662.09 | 1,398.66 ₹2,635.08 |
| 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 | 2.68 | cum | 577 ₹1,544.05 | 570.62 ₹1,526.98 |
| 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) | 74.88 | cum | 70 ₹5,241.60 | 69.39 ₹5,195.92 |
| 1.00 | OD104846/2025-2026:Dry rubble masonry using department rubble. | 1.62 | cum | 2,038.5 ₹3,302.37 | 2,018.28 ₹3,269.61 |
| 1.00 | OD104848/2025-2026:Dry rubble masonry with hard stone in foundation and plinth including packing to compactness to lines and levels, cost conveyance etc complete | 7.02 | cum | 4,617 ₹32,411.34 | 4,572.08 ₹32,096 |
| 1.01 | 4.1.B.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-V - For sub-base cum drainage layer - Mix in Place Method | 10.53 | cum | 3,990 ₹42,014.70 | 3,950.6 ₹41,599.82 |
| 1.01 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 9.36 | cum | 4,058 ₹37,982.88 | 4,017.31 ₹37,602.02 |
| 1.01 | OD331197/2025-2026:Providing and laying pre cast culvert units with M30 grade design mix approved by Engineer
including loading,transporting,unloading,placing in position with the line and level over 50mm
thick sand bed jointing with 1:3 cement mortar ,The rate includes all
shuttering,fabrication,lifting,transporting and placing the pre cast culvert units in position with
the suitable equipment, labour charges etc. Only Reinforcement shall be paid separately. | 20.76 | cum | 16,445 ₹3.4 L | 16,282.12 ₹3.4 L |
| 1.01 | 13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications | 2.8 | MT | 1,12,299.5 ₹3.1 L | 1,11,186.73 ₹3.1 L |
Tender Value
₹7.7 L
EMD Value
₹19,278
Closing Date
9 Mar 2026, 11:30 amClosed
Kurian C George
PWD Roads Subdivision Peermade
Reconstruction of Culvert at Vallakkadavu under Kumily Section In Peermade Constituency-RCC Culvert Construction at Ch. 6/400 of Vandiperiyar Gavi Moozhiyar Road
2026_PWD_842260_1
03/AEEP/2025-26
Open Tender
Civil Works - Roads
180 days
Ch. 6/400 of Vandiperiyar Gavi Moozhiyar Road
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,700
Yes
₹19,278
Yes
10 Mar 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
Appendix A- Culvert works
2.4.1.B: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 Manual 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)
OD104846/2025-2026:Dry rubble masonry using department rubble.
OD104848/2025-2026:Dry rubble masonry with hard stone in foundation and plinth including packing to compactness to lines and levels, cost conveyance etc complete
4.1.B.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-V - For sub-base cum drainage layer - Mix in Place Method
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
OD331197/2025-2026:Providing and laying pre cast culvert units with M30 grade design mix approved by Engineer including loading,transporting,unloading,placing in position with the line and level over 50mm thick sand bed jointing with 1:3 cement mortar ,The rate includes all shuttering,fabrication,lifting,transporting and placing the pre cast culvert units in position with the suitable equipment, labour charges etc. Only Reinforcement shall be paid separately.
13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
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.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
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
8.5:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.
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