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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-AOC | ₹4.2 L | 1 | Accepted-AOC L1 |
| 2 | 2₹4.4 L+₹23,341.37 (5.60%)Rejected-AOC ASAMANNOOR | DHEMAJI | ASSAM | 787026 | ₹4.4 L+₹23,341.37 (5.60%) | 2 | Rejected-AOC L2 |
| 3 | 3₹4.5 L+₹29,977.02 (7.19%)Rejected-AOC | ₹4.5 L+₹29,977.02 (7.19%) | 3 | Rejected-AOC L3 |
| 4 | 4₹4.6 L+₹38,507.37 (9.24%)Rejected-AOC | ₹4.6 L+₹38,507.37 (9.24%) | 4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | ANILKUMAR K S L3 | SUGATHAN C V L2 | SIDHIQUE ASHRAF L4 | ANANTHU M S L1 |
|---|---|---|---|---|---|---|---|
| 1.00Drainage | |||||||
| 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 | 2.7 | cum | 1,200.13 ₹3,240.35 | 1,182.31 ₹3,192.24 | 1,223.03 ₹3,302.18 | 1,119.9 ₹3,023.73 Lowest |
| 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 | 6.75 | cum | 489.62 ₹3,304.94 | 482.35 ₹3,255.86 | 498.97 ₹3,368.05 | 456.9 ₹3,084.08 Lowest |
| 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 | 49.28 | cum | 46.94 ₹2,313.39 | 46.24 ₹2,278.89 | 47.83 ₹2,357.25 | 43.8 ₹2,158.64 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. | 9.35 | cum | 6,910.36 ₹64,584.22 | 6,807.76 ₹63,625.32 | 7,042.26 ₹65,816.96 | 6,448 ₹60,263.01 Lowest |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 22.32 | cum | 8,005.05 ₹1,78,672.72 | 7,886.2 ₹1,76,019.98 | 8,157.85 ₹1,82,083.21 | 7,470 ₹1,66,730.4 Lowest |
| 1.01 | OD156078/2025-2026:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork) | 4.46 | cum | 7,755.68 ₹34,551.55 | 7,640.53 ₹34,038.56 | 7,903.71 ₹35,211.03 | 7,237 ₹32,240.84 Lowest |
| 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 | 5.07 | cum | 8,696.34 ₹44,090.44 | 8,567.22 ₹43,435.81 | 8,862.33 ₹44,932.01 | 8,115 ₹41,143.05 Lowest |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.73 | MT | 94,943.14 ₹68,928.72 | 93,533.58 ₹67,905.38 | 96,755.41 ₹70,244.43 | 88,600 ₹64,323.6 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 | 4 | each | 2,939.04 ₹11,756.16 | 2,895.4 ₹11,581.6 | 2,995.13 ₹11,980.52 | 2,742 ₹10,968 Lowest |
Tender Value
₹4.7 L
EMD Value
₹11,848
Closing Date
26 Feb 2026, 11:00 amClosed
Assistant Executive Engineer
Assistant Executive Engineer, PWD Roads Subdivision Perumbavoor.
GENERAL-Emeregency work-Reconstruction of damaged culvert at ch.9/500 of Vimala kamritha Kunnakurudi Kunnatholi Mannoor kuzhoor Airapuram Valayanchirangara Parathuvayalpadi Thrikkalathoor road
2026_PWD_838319_1
PWD/RB/TR/17403/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
120 days
Ch.9/500 of Vimala kamritha
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,045
Yes
₹11,848
Yes
29 Jul 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
26 Feb 2026
20 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Drainage | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 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 | 1 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | - | cum | - | - |
| 1.006 | OD156078/2025-2026:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork) | - | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | - | MT | - | - |
| 1.009 | 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 | - | - |
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