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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC | ₹1.8 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹1.9 CrRejected-Finance | ₹1.9 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹1.9 CrRejected-Finance KERALA KL KERALA | PALAKKAD | KERALA | 678621 | ₹1.9 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹2.0 CrRejected-Finance | ₹2.0 Cr | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | P ALI L1 | ANEES P. L4 | ABDUL MAJEED L2 | MALABAR PLUS CONSTRUCTIONS PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|---|
| 1.00Side protection work | |||||||
| 1.00 | 2.1.2:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 600 mm to 900 mm | 15 | each | 921.55 ₹13,823.25 | 999.27 ₹14,989.05 | 970.4 ₹14,556 | 975.95 ₹14,639.25 |
| 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 | 126.43 | cum | 40.88 ₹5,168.38 | 44.33 ₹5,604.55 | 43.04 ₹5,441.46 | 43.29 ₹5,473.07 |
| 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. | 41.74 | cum | 5,610.59 ₹2.3 L | 6,083.78 ₹2.5 L | 5,908.03 ₹2.5 L | 5,941.83 ₹2.5 L |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 114.75 | cum | 6,492.38 ₹7.5 L | 7,039.95 ₹8.1 L | 6,836.58 ₹7.8 L | 6,875.69 ₹7.9 L |
| 1.00 | 12.8.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 | 5.62 | cum | 6,997.19 ₹39,359.19 | 7,587.33 ₹42,678.73 | 7,368.14 ₹41,445.79 | 7,412.82 ₹41,697.11 |
| 1.01 | 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> | 6.56 | cum | 6,780.05 ₹44,497.47 | 7,351.88 ₹48,250.39 | 7,139.5 ₹46,856.54 | 7,180.34 ₹47,124.57 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.28 | MT | 76,756.75 ₹21,568.65 | 83,230.46 ₹23,387.76 | 80,826.03 ₹22,712.11 | 81,288.42 ₹22,842.05 |
| 1.01 | OD64026/2024-2025:DRY RUBBLE MASONRY work with CONTRACTORS own rubble including all cost, conveyance and labour charges etc to complete. | 129.38 | cum | 3,171.62 ₹4.1 L | 3,439.12 ₹4.4 L | 3,339.76 ₹4.3 L | 3,358.87 ₹4.3 L |
| 1.01 | OD64100/2024-2025:Providing and fixing PVC weep holes on different structure using 50 mm dia pipe | 37.5 | metre | 70.7 ₹2,651.25 | 76.66 ₹2,874.75 | 74.45 ₹2,791.88 | 74.87 ₹2,807.63 |
Tender Value
₹2.2 Cr
EMD Value
₹1 L
Closing Date
16 Mar 2026, 2:00 pmClosed
Office of the Superintending Engineer, PWD Roads ,
The Superintending Engineer, PWD, Roads , North Circle, Kozhikode
DEPOSIT Pathway to Vettilakolly Nagar Eranad LAC Deposit work Construction of concrete pathway to Vettilakolly Nagar,Chaliyar Gramapanchayath Malappuram District General Civil Work
2026_PWD_845676_1
PWD/RB/TR/10831/2024_5_1_1/1
Open Tender
Civil Works - Roads
180 days
Malappuram
Please refer Tender documents.
8 documents required · 8 mandatory
₹8,270
Yes
₹1 L
Yes
3 Jun 2026
9 Mar 2026
18 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
Side protection work
2.1.2:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 600 mm to 900 mm
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.
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20
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>
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
OD64026/2024-2025:DRY RUBBLE MASONRY work with CONTRACTORS own rubble including all cost, conveyance and labour charges etc to complete.
OD64100/2024-2025:Providing and fixing PVC weep holes on different structure using 50 mm dia pipe
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
Construction of Pathway
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
3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
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 <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>
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