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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.2 LAccepted-AOC | ₹6.2 L | 1 | Accepted-AOC L1 |
| 2 | 2₹7.2 LRejected-AOC | ₹7.2 L | 2 | Rejected-AOC L2 |
| 3 | 3₹7.4 LRejected-AOC NELLIKUZHY GRAMA PANCHAYATH | WAYANAD | KERALA | 670644 | ₹7.4 L | 3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | A R CHERIYAN L2 | antony devassy L3 | MUHAMMED SHARIK V J L1 |
|---|---|---|---|---|---|---|
| 1.00CD WORKS | ||||||
| 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 | 10.4 | cum | 852.68 ₹8,867.87 | 868.18 ₹9,029.07 | 728.57 ₹7,577.13 |
| 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) | 32.74 | cum | 69.45 ₹2,274.14 | 70.72 ₹2,315.73 | 59.34 ₹1,943.09 |
| 1.00 | 15.9:Construction of dry rubble flooring at cross drainage works for relatively less important works. | 11.35 | cum | 5,649.91 ₹64,120.83 | 5,752.63 ₹65,286.60 | 4,827.58 ₹54,788.21 |
| 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 | 35 | cum | 54.76 ₹1,916.60 | 55.75 ₹1,951.25 | 46.78 ₹1,637.30 |
| 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. | 15.82 | cum | 8,060.87 ₹1.3 L | 8,207.43 ₹1.3 L | 6,887.64 ₹1.1 L |
| 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. | 1.4 | cum | 4,020.96 ₹5,629.34 | 4,094.07 ₹5,731.70 | 3,435.72 ₹4,810.01 |
| 1.01 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 27.04 | cum | 9,337.81 ₹2.5 L | 9,507.59 ₹2.6 L | 7,978.73 ₹2.2 L |
| 1.01 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 2.38 | cum | 9,679.02 ₹23,036.07 | 9,855 ₹23,454.90 | 8,270.28 ₹19,683.27 |
| 1.01 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br> | 9.29 | cum | 10,144.19 ₹94,239.53 | 10,328.63 ₹95,952.97 | 8,667.74 ₹80,523.30 |
Tender Value
₹6.6 L
EMD Value
₹16,417
Closing Date
13 Feb 2026, 11:00 amClosed
AEE
AEE PWD Roads kothamangalam
Reconstruction of damaged culvert
2026_PWD_834455_1
04/AEE/KLMRSD/2025-26
Open Tender
Civil Works - Roads
180 days
Kottappady
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,450
₹16,417
28 Feb 2026
7 Feb 2026
16 Feb 2026
7 Feb 2026
13 Feb 2026
7 Feb 2026
CD WORKS
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)
15.9:Construction of dry rubble flooring at cross drainage works for relatively less important works.
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
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.
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.
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)
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
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
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