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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-Finance | ₹8.3 L | L1 | Accepted-Finance L1 |
| 2 | L2₹8.4 LAccepted-Finance | ₹8.4 L | L2 | Accepted-Finance L2 |
| 3 | L3₹8.6 LAccepted-Finance | ₹8.6 L | L3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | SUNIL M L1 | JOJY JOEPH L2 | VIJAY V NAIR L3 |
|---|---|---|---|---|---|---|
| 1.00Improvements to Road way | ||||||
| 1.00 | 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 | 45 | cum | 3,522.8 ₹1.6 L | 3,559 ₹1.6 L | 3,666.6 ₹1.6 L |
| 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. | 46.88 | cum | 7,181.5 ₹3.4 L | 7,255 ₹3.4 L | 7,474.6 ₹3.5 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) | 28.12 | cum | 8,690 ₹2.4 L | 8,779 ₹2.5 L | 9,044.6 ₹2.5 L |
| 1.00 | OD337816/2025-2026:Construction of Embankment with material obtained from Borrow pits :- Construction of Embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirements of table 300-2 | 19.25 | cum | 1,083 ₹20,847.75 | 1,094 ₹21,059.50 | 1,127.2 ₹21,698.60 |
| 1.00 | OD22654/2026-2027:Providing and fixing of DLP board with Non retro refectorised Vinyl sign with 1 year warranty manufactured Vinyl Printed sheeting fixed over aluminium sheeting 2 mm thick /aluminium composi material sheeting 4 mm thick with area not exceeding 0.9 sq m with suitable back supporting frame of MS angl 40x40x6 and supported on GI pipe pole 50 mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cmx 60 cm,60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc | 1 | sqm | 6,806.5 ₹6,806.50 | 6,876 ₹6,876 | 7,084.3 ₹7,084.30 |
| 2.00Appendix-B Protective works | ||||||
| 2.00 | 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) | 5.94 | cum | 61.8 ₹367.09 | 63 ₹374.22 | 64.4 ₹382.54 |
| 2.00 | OD337628/2025-2026:dry stone masonry work | 11.1 | cum | 4,077 ₹45,271.01 | 4,119 ₹45,737.38 | 4,243.4 ₹47,118.71 |
| 2.00 | OD337626/2025-2026:RR stone masonry work | 2.13 | cum | 5,702.7 ₹12,123.94 | 5,761 ₹12,247.89 | 5,935.4 ₹12,618.66 |
Tender Value
₹8.5 L
EMD Value
₹21,185
Closing Date
26 May 2026, 4:00 pmClosed
Assistant Executive Engineer PWD Roads Sub Div
O/o Assistant Executive Engineer PWD Roads Sub Division Kuttanad, Moncombu
Re- Tender LAC-ADS-2025 -26 Construction of road from SNDP bridge Viruppala towards north to AT road in Thakazhy Grama panchayath -in Ward 5-General Civil Work
2025_PWD_815536_5
PWD/RB/TR/10577/2025_5_1_1/1
Open Tender
Civil Works - Roads
KUTTANAD
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
₹21,185
Yes
4 Jun 2026
19 May 2026
28 May 2026
19 May 2026
26 May 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Improvements to Road way | ||||||
| 1.001 | 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 | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 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. | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 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 | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | OD337816/2025-2026:Construction of Embankment with material obtained from Borrow pits :- Construction of Embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirements of table 300-2 | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | OD22654/2026-2027:Providing and fixing of DLP board with Non retro refectorised Vinyl sign with 1 year warranty manufactured Vinyl Printed sheeting fixed over aluminium sheeting 2 mm thick /aluminium composi material sheeting 4 mm thick with area not exceeding 0.9 sq m with suitable back supporting frame of MS angl 40x40x6 and supported on GI pipe pole 50 mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cmx 60 cm,60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc | - | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 2Appendix-B Protective works | ||||||
| 2.001 | 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 | - | - | BI01010001010000000000000515BI0100001120 |
| 2.002 | OD337628/2025-2026:dry stone masonry work | 1 | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 2.003 | OD337626/2025-2026:RR stone masonry work | 1 | cum | - | - | BI01010001010000000000000515BI0100001122 |
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