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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.7 LAccepted-Finance | ₹14.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹18.5 LAccepted-Finance | ₹18.5 L | L2 | Accepted-Finance L2 |
| 3 | L3₹19.4 LAccepted-Finance | ₹19.4 L | L3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | SAJID CT L2 | MUHAMMED SAJIR M L1 | BID BOND PMR CONSTRUCTIONS PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|
| 1.00Detailed estimate | ||||||
| 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) | 264.07 | cum | 64.82 ₹17,116.95 | 59.95 ₹15,830.94 | 67.85 ₹17,917.08 |
| 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. | 74.59 | cum | 7,232.94 ₹5.4 L | 5,751 ₹4.3 L | 7,570.93 ₹5.6 L |
| 1.00 | OD195681/2024-2025: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) | 14 | metre | 125.79 ₹1,761.06 | 550 ₹7,700 | 131.67 ₹1,843.38 |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 78.41 | cum | 8,369.72 ₹6.6 L | 6,599 ₹5.2 L | 8,760.83 ₹6.9 L |
| 1.00 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 2.39 | MT | 98,951.77 ₹2.4 L | 77,122 ₹1.8 L | 1,03,575.68 ₹2.5 L |
| 1.01 | 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 | 30.05 | cum | 9,090.19 ₹2.7 L | 7,173 ₹2.2 L | 9,514.96 ₹2.9 L |
| 1.01 | 13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material | 3.77 | cum | 2,838.23 ₹10,694.45 | 2,238 ₹8,432.78 | 2,970.86 ₹11,194.20 |
| 1.01 | 8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces | 14.07 | sqm | 145.13 ₹2,041.98 | 113 ₹1,589.91 | 151.92 ₹2,137.51 |
| 1.01 | 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 | 50.4 | cum | 52.7 ₹2,656.08 | 55.92 ₹2,818.37 | 55.16 ₹2,780.06 |
Tender Value
₹17.3 L
EMD Value
₹43,220
Closing Date
4 Feb 2026, 2:00 pmClosed
Executive Engineer
Executive Engineer,PWD Roads Division, Manjeri
GENERAL-Flood works 2025 - 26 Construction of a Culvert on Kottakkal Chappanangadi Road-Construction of a Culvert on Kottakkal Chappanangadi Road b/n ch. 4/000 to 4/500 in Kottakkal LAC and Malappuram District.-General Civil Work
2026_PWD_830093_1
PWD/RB/TR/21983/2024_5_1_1/1
Open Tender
Civil Works - Roads
120 days
Malappuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹43,220
Yes
5 Jun 2026
23 Jan 2026
6 Feb 2026
23 Jan 2026
4 Feb 2026
23 Jan 2026
Detailed estimate
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.
OD195681/2024-2025: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)
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
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
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
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
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
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