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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC | ₹12.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹13.0 LRejected-AOC | ₹13.0 L | L2 | Rejected-AOC L2 |
| 3 | L3₹13.2 LRejected-AOC | ₹13.2 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | RAFEEQUE L1 | AHAMMED FANAS M A L2 | VEENA KRISHNAN L3 |
|---|---|---|---|---|---|---|
| 1.00Construction of Concrete Road | ||||||
| 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 | 72.9 | cum | 49 ₹3,572.10 | 54 ₹3,936.60 | 51.31 ₹3,740.50 |
| 1.00 | 3.19.2:Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | 72.9 | cum | 34 ₹2,478.60 | 54 ₹3,936.60 | 35.9 ₹2,617.11 |
| 1.00 | 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 | 72.9 | cum | 3,362 ₹2.5 L | 2,700 ₹2.0 L | 3,496.5 ₹2.5 L |
| 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. | 78.08 | cum | 6,850 ₹5.3 L | 7,200 ₹5.6 L | 7,137.5 ₹5.6 L |
| 1.00 | 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) | 52.05 | cum | 8,295 ₹4.3 L | 8,480 ₹4.4 L | 8,627.6 ₹4.5 L |
| 1.01 | 3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) | 100 | metre | 79 ₹7,900 | 216 ₹21,600 | 83 ₹8,300 |
| 1.01 | OD38317/2025-2026:Randum Dry Rubble masonary for Protection wall using blasted rubble including wedding them together with chips, cost , conveyance and all labour charges etc..complete. | 10.5 | cum | 3,800 ₹39,900 | 6,300 ₹66,150 | 4,038 ₹42,399 |
| 1.01 | OD303825/2024-2025:Providing and fixing Concrete name plate of size 600mmx100mm, 1200mm long,
800mm above ground level and 400mm below GL. casted in M20 Grade concrete
reinforced with 8mm dia longitudinal bars @ 120 mm c/c and 8mm dia verticals @
100mm c/c, firmly fixed in position by means of foundation of size
0.80mx0.30mx0.4m in M15 grade concrete below ground level including painting 2
coats on exposed surface with synthetic enamel paint in black letters in yellow
surface. | 1 | 1 nos | 2,400 ₹2,400 | 3,600 ₹3,600 | 2,633 ₹2,633 |
Tender Value
₹12.7 L
EMD Value
₹31,755
Closing Date
27 Oct 2025, 11:00 amClosed
Assistant Executive Engineer
Assistant Executive Engineer Office of the Assistant Executive Engineer PWD roads sub division Mananthavady Tender Documents-
LAC-ADS-MLA-ADF 2024-25 Mananthavady LAC ndash Parapuram-Ayanimala Concrete Road Mananthavady constituency wayanad district- Parapuram-Ayanimala Concrete Road-General Civil Work
2025_PWD_790989_3
D3/PWD/RB/TR/5918/2025 dt 25/08/2025
Open Tender
Civil Works - Roads
90 days
Panamaram
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹31,755
Yes
22 Dec 2025
21 Oct 2025
29 Oct 2025
21 Oct 2025
27 Oct 2025
21 Oct 2025
Amount
Construction of Concrete Road
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
3.19.2:Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
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
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)
3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)
OD38317/2025-2026:Randum Dry Rubble masonary for Protection wall using blasted rubble including wedding them together with chips, cost , conveyance and all labour charges etc..complete.
OD303825/2024-2025:Providing and fixing Concrete name plate of size 600mmx100mm, 1200mm long, 800mm above ground level and 400mm below GL. casted in M20 Grade concrete reinforced with 8mm dia longitudinal bars @ 120 mm c/c and 8mm dia verticals @ 100mm c/c, firmly fixed in position by means of foundation of size 0.80mx0.30mx0.4m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint in black letters in yellow surface.
AHAMMED FANAS M A (BID ID -2411344)
VEENA KRISHNAN (BID ID -2407088)
Bidder Name
RAFEEQUE
AHAMMED FANAS M A
VEENA KRISHNAN
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