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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-AOC | ₹2.7 Cr | L1 | Accepted-AOC First lowest |
| 2 | L2₹2.7 CrRejected-AOC | ₹2.7 Cr | L2 | Rejected-AOC Second lowest |
| 3 | L3₹2.8 CrRejected-AOC | ₹2.8 Cr | L3 | Rejected-AOC Third lowest |
| Sl No | Description | Qty | Unit | sanalkumar v d L2 | valayanattu construction L1 | C K SATHEESH L3 |
|---|---|---|---|---|---|---|
| 1.001 Appendix A -Side protection work | ||||||
| 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 | 97.5 | cum | 603.8 ₹58,870.50 | 598 ₹58,305 | 632.4 ₹61,659 |
| 1.00 | 12.1.5.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. <br> Marshy Soil Depth upto 3 m (Excluding Shoring) - Mechanical Means<br> | 399.4 | cum | 325.55 ₹1.3 L | 322 ₹1.3 L | 340.96 ₹1.4 L |
| 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.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br> | 118.25 | cum | 71.83 ₹8,493.90 | 70 ₹8,277.50 | 75.23 ₹8,895.95 |
| 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 | 185.25 | cum | 10,834.65 ₹20.1 L | 10,755 ₹19.9 L | 11,347.76 ₹21.0 L |
| 1.00 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 11.12 | MT | 1,18,553.98 ₹13.2 L | 1,17,689 ₹13.1 L | 1,24,168.56 ₹13.8 L |
| 1.01 | OD37229/2025-2026:Dry Rubble masonry for foundation and super structure of retaining wall including all cost as per design and drawings | 2,244.25 | cum | 4,898.69 ₹1.1 Cr | 4,862 ₹1.1 Cr | 5,130.69 ₹1.2 Cr |
| 1.01 | OD37575/2025-2026:Dry rubble masonry for foundation and superstructure of retaining wall using departmental rubble including all cost as per design and drawings | 68.25 | cum | 2,220.08 ₹1.5 L | 2,202 ₹1.5 L | 2,325.22 ₹1.6 L |
| 1.01 | 55.16:Providing and fixing guard post Providing and fixing guard post of size 200mmx200mm, 1400mm long, 800mm above ground level and 600mm below GL. 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 by means of foundation of size 0.5mx0.5mx0.7m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint in alternate white & black band 20cm wide | 598 | no | 3,073.88 ₹18.4 L | 3,050 ₹18.2 L | 3,219.46 ₹19.3 L |
| 1.01 | OD128734/2025-2026:Supplying ,providing and laying woven Geo textiles fabric of type H2M5 (9000grams /sqm
opening size 9x12 thickness 7.16mm with wide width for the road formation with suitable laps as directed by the departmental officers at site. | 6,968 | sqm | 190.37 ₹13.3 L | 188 ₹13.1 L | 199.39 ₹13.9 L |
Tender Value
₹2.5 Cr
EMD Value
₹1 L
Closing Date
17 Jan 2026, 5:00 pmClosed
Superintending Engineer, PWD Roads South Circle, T
SE Roads
GENERAL Budget Work 2024 2025 Improvements of Village Roads Vallamkadavu Swamithara road Ward 1 in Chennithala Grama panchayath General Civil Work
2025_PWD_789905_4
PWD/RB/TR/4914/2025_5_1_1/1
Open Tender
Civil Works - Roads
180 days
Vallamkadavu
Please refer Tender documents.
7 documents required · 7 mandatory
₹9,759
Yes
₹1 L
Yes
4 Jun 2026
7 Jan 2026
20 Jan 2026
7 Jan 2026
17 Jan 2026
7 Jan 2026
1 Appendix A -Side protection work
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
12.1.5.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. <br> Marshy Soil Depth upto 3 m (Excluding Shoring) - Mechanical Means<br>
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.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>
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
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
OD37229/2025-2026:Dry Rubble masonry for foundation and super structure of retaining wall including all cost as per design and drawings
OD37575/2025-2026:Dry rubble masonry for foundation and superstructure of retaining wall using departmental rubble including all cost as per design and drawings
55.16:Providing and fixing guard post Providing and fixing guard post of size 200mmx200mm, 1400mm long, 800mm above ground level and 600mm below GL. 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 by means of foundation of size 0.5mx0.5mx0.7m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint in alternate white & black band 20cm wide
OD128734/2025-2026:Supplying ,providing and laying woven Geo textiles fabric of type H2M5 (9000grams /sqm opening size 9x12 thickness 7.16mm with wide width for the road formation with suitable laps as directed by the departmental officers at site.
OD128781/2025-2026:Supplying and fixing granite 18mm thick on wall for name board including fixing charges etc complete (including granite engraving as per direction of dept. Officers)
OD128782/2025-2026:Providing and fixing of non retro-reflectorized DLP boards of size 1.22x 0.61m as per the direction of departmental officer at site. (As per DSoR 2021)
Roadwork
OD37240/2025-2026:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
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)
OD37290/2025-2026:Laying reinforced cement concrete pipe NP2/overstressed concrete pipe for culverts on first class bedding of granular material in a single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. (600mm dia pipe)
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