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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.8 LAccepted-AOC | ₹18.8 L | L1 | Accepted-AOC Accepted Agreement executed |
| 2 | L2₹18.9 LRejected-AOC | ₹18.9 L | L2 | Rejected-AOC Rejected |
| 3 | L3₹19.4 LRejected-AOC | ₹19.4 L | L3 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | ummer sanjid L2 | MOHAMMED SALEEQE P P L3 | P. P. SIRAJUDHEEN L1 |
|---|---|---|---|---|---|---|
| 1.00Detailed Estimate | ||||||
| 1.00 | 2.4.4.D: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 Dismantling Stone Masonry - Dry rubble masonry | 24 | cum | 437.81 ₹10,507.44 | 451.24 ₹10,829.69 | 320 ₹7,680 |
| 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 Cement Concrete Grade M-15 & M-20 - By Mechanical Means | 1.35 | cum | 665.54 ₹898.48 | 685.95 ₹926.03 | 562 ₹758.70 |
| 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) | 124.26 | cum | 54.72 ₹6,799.62 | 56.4 ₹7,008.38 | 60 ₹7,455.72 |
| 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. | 32.73 | cum | 6,106.09 ₹2.0 L | 6,293.34 ₹2.1 L | 5,750 ₹1.9 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) | 1.22 | cum | 7,378.84 ₹8,965.29 | 7,605.12 ₹9,240.22 | 7,840 ₹9,525.60 |
| 1.01 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br> | 174.56 | cum | 7,065.77 ₹12.3 L | 7,282.44 ₹12.7 L | 7,000 ₹12.2 L |
| 1.01 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br> | 15.82 | cum | 7,673.99 ₹1.2 L | 7,909.31 ₹1.3 L | 8,100 ₹1.3 L |
| 1.01 | OD236606/2024-2025: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) | 49.1 | metre | 106.19 ₹5,213.93 | 109.45 ₹5,373.92 | 100 ₹4,910 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 3.01 | MT | 83,535.64 ₹2.5 L | 86,097.29 ₹2.6 L | 88,975 ₹2.7 L |
Tender Value
₹20.9 L
EMD Value
₹50,000
Closing Date
5 Feb 2026, 2:00 pmClosed
Executive Engineer
Executive Engineer PWD Roads Division, Manjeri
at Munduparamba-ChennathMelmuri-Maryad Ist reach-In between km 1/000 to km 2/000 in Malappuram LAC, Malappuram dist-General Civil Work
2026_PWD_830213_1
PWD/RB/TR/1599/2025_5_1_1/1
Open Tender
Civil Works - Roads
120 days
Malappuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
5 Jun 2026
23 Jan 2026
7 Feb 2026
23 Jan 2026
5 Feb 2026
23 Jan 2026
Detailed Estimate
2.4.4.D: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 Dismantling Stone Masonry - Dry rubble masonry
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 Cement Concrete Grade M-15 & M-20 - By Mechanical Means
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)
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)
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br>
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>
OD236606/2024-2025: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)
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
OD236607/2024-2025:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site(OD irrigation 60.7.8)
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
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
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