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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.7 LAccepted-AOC | ₹19.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹20.1 L+₹37,669 (1.91%)Rejected-AOC | ₹20.1 L+₹37,669 (1.91%) | L2 | Rejected-AOC L2 |
| 3 | L3₹20.2 L+₹41,306 (2.09%)Rejected-AOC | ₹20.2 L+₹41,306 (2.09%) | L3 | Rejected-AOC L3 |
| 4 | L4₹21.1 L+₹1.3 L (6.76%)Rejected-AOC | ₹21.1 L+₹1.3 L (6.76%) | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | MOHAMMED SALEEQE P P L4 | N M ABDU RAHIMAN L3 | N. KUNHALAVI L1 | ANOOP M S L2 |
|---|---|---|---|---|---|---|---|
| 1.00Retaining wall and cross drainage works | |||||||
| 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) | 266.85 | cum | 60.28 ₹16,085.72 | 57.64 ₹15,381.23 | 56.46 ₹15,066.35 Lowest | 57.54 ₹15,354.55 |
| 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. | 62.16 | cum | 6,725.96 ₹4,18,085.67 | 6,431.91 ₹3,99,807.53 | 6,300.1 ₹3,91,614.22 Lowest | 6,420.42 ₹3,99,093.31 |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 107.77 | cum | 7,783.05 ₹8,38,802.65 | 7,442.79 ₹8,02,131.81 | 7,290.26 ₹7,85,693.19 Lowest | 7,429.5 ₹8,00,699.5 |
| 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 | 42.3 | cum | 8,453.02 ₹3,57,562.75 | 8,083.47 ₹3,41,930.78 | 7,917.81 ₹3,34,923.36 Lowest | 8,069.03 ₹3,41,319.97 |
| 1.00 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 4.07 | MT | 92,015.89 ₹3,74,504.67 | 87,993.09 ₹3,58,131.88 | 86,189.77 ₹3,50,792.36 Lowest | 87,835.88 ₹3,57,492.03 |
| 1.01 | OD227119/2024-2025:PVC WEEP HOLES - Providing weep holes using 75 mm dia. PVC working pressure 4kg/sq.cm including cost of materials, conveyance, labour charges etc complete. (Irrigation observed DATA 60.6) | 3.6 | metre | 116.97 ₹421.09 | 111.86 ₹402.7 | 109.57 ₹394.45 | 107.19 ₹385.88 Lowest |
| 1.01 | OD227131/2024-2025:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 735 | kg | 99.82 ₹73,367.7 | 95.46 ₹70,163.1 | 93.51 ₹68,729.85 Lowest | 95.26 ₹70,016.1 |
| 1.01 | 8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces | 9.34 | sqm | 134.96 ₹1,260.53 | 129.06 ₹1,205.42 | 126.42 ₹1,180.76 Lowest | 128.83 ₹1,203.27 |
| 1.01 | 13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material | 10.08 | cum | 2,639.28 ₹26,603.94 | 2,523.9 ₹25,440.91 | 2,472.18 ₹24,919.57 Lowest | 2,519.39 ₹25,395.45 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
3 Mar 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer,PWD Roads Division Manjeri
Construction of Culvert and drainage at Malappuram - Parappanangadi road panakkad Km b/w 6/600 to 7/200 in Malappuram LAC
2026_PWD_829194_2
PWPWD/RB/TR/158/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Malappuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
21 Jul 2026
23 Feb 2026
5 Mar 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retaining wall and cross drainage works | |||||
| 1.001 | 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) | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 0.2 | cum | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | - | MT | - | - |
| 1.006 | OD227119/2024-2025:PVC WEEP HOLES - Providing weep holes using 75 mm dia. PVC working pressure 4kg/sq.cm including cost of materials, conveyance, labour charges etc complete. (Irrigation observed DATA 60.6) | - | metre | - | - |
| 1.007 | OD227131/2024-2025:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | - | kg | - | - |
| 1.008 | 8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces | 1 | sqm | - | - |
| 1.009 | 13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material | - | cum | - | - |
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