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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-AOC | L1 | Accepted-AOC Ist lowest |
| Sl No | Description | Qty | Unit | SUNIL CHANDRAN L1 |
|---|---|---|---|---|
| 1.00Appx A: Footpath, Road Furnitures | ||||
| 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 | 540 | cum | 52.36 ₹28,274.4 Lowest |
| 1.00 | OD123051/2023-2024:Lifting the existing precast RCC slab from drain and culvert for removal of it and placing the same slab on position after completion of clearing work including all labour charges and miscellaneous expenses etc. complete. | 200 | each | 222 ₹44,400 Lowest |
| 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. | 81 | cum | 7,710 ₹6,24,510 Lowest |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 135.5 | cum | 8,929 ₹12,09,879.5 Lowest |
| 1.00 | 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 | 56.25 | cum | 9,700 ₹5,45,625 Lowest |
| 1.01 | 4.16.1:Construction of footpath/ separator by providing a 150 mm compacted Granular sub-base material as per clause 401 and 25 mm thick cement concrete grade M15, overlaid with precast concrete tiles in cement mortar 1:3 including the provision of all drainage arrangements but excluding kerb channel. | 2,400 | sqm | 1,675 ₹40,20,000 Lowest |
| 1.01 | 4.2.A.2: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-IV - For lower sub-base - Mix in Place Method | 39.38 | cum | 3,711 ₹1,46,120.63 Lowest |
| 1.01 | 8.1.A:Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC Using Concrete Mixer on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 | 1,450 | metre | 501 ₹7,26,450 Lowest |
| 1.01 | 8.4.2:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 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. 60 cm equilateral triangle | 64 | each | 4,608 ₹2,94,912 Lowest |
Tender Value
₹2.2 Cr
EMD Value
₹1 L
Closing Date
11 Aug 2026, 5:00 pmClosed
Superintending Engineer, PWD Roads South Circle, T
Office of the Superintending Engineer Roads South Circle, Tvpm
GENERAL KRSA Rectification of Black Spot at Kattanam and Nooranad stretch in K P Road Rectification of Black spot at Kattanam and Nooranad stretch in K P Road General Civil Work
2026_PWD_830953_5
PWD/RB/TR/93967/2021_5_1/1
Open Tender
Civil Works - Roads
Item Rate
Kattanam
Please refer Tender documents.
7 documents required · 7 mandatory
₹9,759
Yes
₹1 L
Yes
29 Sept 2026
29 Jul 2026
14 Aug 2026
29 Jul 2026
11 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appx A: Footpath, Road Furnitures | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | OD123051/2023-2024:Lifting the existing precast RCC slab from drain and culvert for removal of it and placing the same slab on position after completion of clearing work including all labour charges and miscellaneous expenses etc. complete. | - | each | - | - |
| 1.003 | 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. | - | cum | - | - |
| 1.004 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | - | cum | - | - |
| 1.005 | 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 | - | cum | - | - |
| 1.006 | 4.16.1:Construction of footpath/ separator by providing a 150 mm compacted Granular sub-base material as per clause 401 and 25 mm thick cement concrete grade M15, overlaid with precast concrete tiles in cement mortar 1:3 including the provision of all drainage arrangements but excluding kerb channel. | - | sqm | - | - |
| 1.007 | 4.2.A.2: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-IV - For lower sub-base - Mix in Place Method | - | cum | - | - |
| 1.008 | 8.1.A:Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC Using Concrete Mixer on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 | - | metre | - | - |
| 1.009 | 8.4.2:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 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. 60 cm equilateral triangle | - | each | - | - |
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