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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 Cr+₹9.8 L (5.30%)Rejected-Finance | ₹1.9 Cr+₹9.8 L (5.30%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.9 Cr+₹10.9 L (5.90%)Rejected-Finance KERALA KL KERALA | PALAKKAD | KERALA | 678621 | ₹1.9 Cr+₹10.9 L (5.90%) | L3 | Rejected-Finance L3 |
| 4 | L4₹2.0 Cr+₹15.5 L (8.43%)Rejected-Finance | ₹2.0 Cr+₹15.5 L (8.43%) | 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 Lowest | 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 Lowest | 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 ₹2,34,174.81 Lowest | 6,083.78 ₹2,53,924.81 | 5,908.03 ₹2,46,589.36 | 5,941.83 ₹2,48,000.1 |
| 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 ₹7,45,000.61 Lowest | 7,039.95 ₹8,07,834.26 | 6,836.58 ₹7,84,497.56 | 6,875.69 ₹7,88,985.43 |
| 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 Lowest | 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 Lowest | 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 Lowest | 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 ₹4,10,328.34 Lowest | 3,439.12 ₹4,44,936.15 | 3,339.76 ₹4,32,081.45 | 3,358.87 ₹4,34,553.81 |
| 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 Lowest | 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
Item Rate
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
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side protection work | |||||
| 1.001 | 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 | - | each | - | - |
| 1.002 | 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 | 0.2 | cum | - | - |
| 1.003 | 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. | 1 | cum | - | - |
| 1.004 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | - | cum | - | - |
| 1.005 | 12.8.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 | - | cum | - | - |
| 1.006 | 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> | 1 | cum | - | - |
| 1.007 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | - | MT | - | - |
| 1.008 | OD64026/2024-2025:DRY RUBBLE MASONRY work with CONTRACTORS own rubble including all cost, conveyance and labour charges etc to complete. | - | cum | - | - |
| 1.009 | OD64100/2024-2025:Providing and fixing PVC weep holes on different structure using 50 mm dia pipe | - | metre | - | - |
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