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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.1 LAccepted-AOC | ₹21.1 L | L1 | Accepted-AOC ACCEPTED |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Baby Varghese L2 | Manilal T L1 | ABHIMANYU A L3 | ALAN ABRAHAM L4 |
|---|---|---|---|---|---|---|---|
| 1.00road work | |||||||
| 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 | 83.25 | cum | 46.69 ₹3,886.94 | 45 ₹3,746.25 | 48 ₹3,996 | 48 ₹3,996 |
| 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) | 14.1 | cum | 59.22 ₹835 | 57 ₹803.7 | 61 ₹860.1 | 61 ₹860.1 |
| 1.00 | OD318755/2025-2026:Dry rubble stone masonry for retaining walls including cost and conveyance of all materials and labour charges etc. complete | 36.19 | cum | 3,902.29 ₹1,41,223.88 | 3,769 ₹1,36,400.11 | 4,030 ₹1,45,845.7 | 4,250 ₹1,53,807.5 |
| 1.00 | OD318756/2025-2026:Providing and fixing guard post of size 200mmx200mm, 1000 mm long, 850mm above ground level and 150mm in belt over retaining wall, casted in M20 Grade concrete reinforced with 4 nos of 8mm dia longitudinal bars and 6mm dia stirrups @ 100mm c/c, firmly fixed in position including painting 2 coats on exposed surface with synthetic enamel paint in alternate white & black band 20cm wide. | 6 | each | 1,067.22 ₹6,403.32 | 1,105 ₹6,630 | 1,182 ₹7,092 | 1,182 ₹7,092 |
| 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. | 190.57 | cum | 6,873.72 ₹13,09,959.19 | 6,683 ₹12,73,612.73 | 7,145 ₹13,61,658.38 | 7,450 ₹14,19,783.75 |
| 1.01 | 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) | 80.03 | cum | 8,317.54 ₹6,65,611.14 | 8,087 ₹6,47,162.18 | 8,645 ₹6,91,816.13 | 8,645 ₹6,91,816.13 |
| 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 | 2 | cum | 8,650.23 ₹17,300.46 | 8,410 ₹16,820 | 8,990 ₹17,980 | 8,990 ₹17,980 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.09 | MT | 94,439.72 ₹8,499.57 | 91,822 ₹8,263.98 | 98,165 ₹8,834.85 | 98,165 ₹8,834.85 |
| 1.01 | 10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | 114 | sqm | 58.85 ₹6,708.9 | 56 ₹6,384 | 59 ₹6,726 | 68 ₹7,752 |
Tender Value
₹23.1 L
EMD Value
₹50,000
Closing Date
30 May 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer PWD Roads Division, Kollam
LAC ADS 2025 26 Construction of Talachira Pallimukku pullanjiyodu road and mottakkal kuriyani charumkuzhi road in Vettikkavala Gramapanchayath General Civil Work
2026_PWD_852276_1
08/EE/ET/2026-27
Open Tender
Civil Works - Roads
90 days
Kollam
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
18 Jun 2026
21 May 2026
1 Jun 2026
21 May 2026
30 May 2026
21 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road work | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 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) | 1 | cum | - | - |
| 1.003 | OD318755/2025-2026:Dry rubble stone masonry for retaining walls including cost and conveyance of all materials and labour charges etc. complete | 1 | cum | - | - |
| 1.004 | OD318756/2025-2026:Providing and fixing guard post of size 200mmx200mm, 1000 mm long, 850mm above ground level and 150mm in belt over retaining wall, casted in M20 Grade concrete reinforced with 4 nos of 8mm dia longitudinal bars and 6mm dia stirrups @ 100mm c/c, firmly fixed in position including painting 2 coats on exposed surface with synthetic enamel paint in alternate white & black band 20cm wide. | - | each | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | 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 | - | cum | - | - |
| 1.008 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 1 | MT | - | - |
| 1.009 | 10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | - | sqm | - | - |
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