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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC | ₹7.2 L | L1 | Accepted-AOC L1 First lowest |
| 2 | L2₹7.2 LRejected-AOC | ₹7.2 L | L2 | Rejected-AOC L2 Second lowest |
| Sl No | Description | Qty | Unit | LIJU JOSE L2 | SIDHIQUE ASHRAF L1 |
|---|---|---|---|---|---|
| 1.00Estimate | |||||
| 1.00 | 12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | 21.64 | cum | 78 ₹1,687.92 | 74.28 ₹1,607.42 |
| 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 <br> Cement Concrete Grade M-15 & M-20 - By Mechanical Means <br> | 0.99 | cum | 775 ₹767.25 | 729.42 ₹722.13 |
| 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. | 34.56 | cum | 7,250 ₹2.5 L | 6,895.7 ₹2.4 L |
| 1.00 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br> | 4.52 | cum | 8,100 ₹36,612 | 8,344.13 ₹37,715.47 |
| 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 | 5.9 | cum | 8,500 ₹50,184 | 8,677.89 ₹51,234.26 |
| 1.01 | 14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | 1.41 | MT | 95,000 ₹1.3 L | 98,351.71 ₹1.4 L |
| 1.01 | 4.1.B.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-VI - For sub-base cum drainage layer - Mix in Place Method | 3.06 | cum | 3,600 ₹11,016 | 3,480.54 ₹10,650.45 |
| 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 | 3,000 ₹12,000 | 2,932.8 ₹11,731.20 |
| 1.01 | OD90770/2025-2026:Dry rubble packing including cost of materials,labour charges etc complete. | 26.4 | cum | 2,900 ₹76,560 | 2,997.16 ₹79,125.02 |
Tender Value
₹7.6 L
EMD Value
₹19,029
Closing Date
25 Feb 2026, 5:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER PWD ROADS SD MVPA
Office of the Assistant Executive Engineer PWD Roads Sub Division Muvattupuzha
The Sabarimala-Kodaikanal road is a State Highway (SH-44) under the jurisdiction of the Kalloorkkad Roads Section, Muvattupuzha Roads Division, starting at Kummayappura(4/750) and ending at Kaloor(9/750), having a total length of 5.00km
2026_PWD_837358_1
ET-08/AEE/2025-26
Open Tender
Civil Works - Roads
180 days
kalloorkkad
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,680
₹19,029
15 May 2026
18 Feb 2026
28 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
Estimate
12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means
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 <br> Cement Concrete Grade M-15 & M-20 - By Mechanical Means <br>
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 <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>
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
14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
4.1.B.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-VI - For sub-base cum drainage layer - Mix in Place Method
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
OD90770/2025-2026:Dry rubble packing including cost of materials,labour charges etc complete.
12.8.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20<br>
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
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
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20 (Without formwork) <br>
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