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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.2 LAccepted-AOC | L1 | Accepted-AOC aoc |
| Sl No | Description | Qty | Unit | K V PADMARAJAN L1 |
|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | ||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 311.28 | cum | 64.04 ₹19,934.37 Lowest |
| 1.00 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | 103.76 | cum | 3,170.13 ₹3,28,932.69 Lowest |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 155.64 | cum | 8,926.16 ₹13,89,267.54 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.4 | tonne | 93,741.49 ₹2,24,698.35 Lowest |
| 1.00 | OD229444/2025-2026:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years
warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed
over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with
area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and
supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by
means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40
cm x 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. (Derived from MoRD spec 10.3.A.2) | 0.9 | sqm | 12,994.09 ₹11,694.68 Lowest |
| 2.00Cross Drain | ||||
| 2.00 | 3.6:Excavation in Marshy Soil <br> Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6. | 10.12 | cum | 65.28 ₹660.37 Lowest |
| 2.00 | OD256711/2025-2026:Derived from 11.4.1.1-excluding formwork and cement content250kg/m3-Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
I. P.C.C grade M 10
(i) Nominal mix 1:3:6 | 1.3 | cum | 8,078.25 ₹10,469.41 Lowest |
| 2.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 3.72 | cum | 8,210.4 ₹30,559.11 Lowest |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
3 Aug 2026, 3:00 pmClosed
AE LSGD
LSGD Section Peralassery GP
CMLRRP 2024-25 Dharmadam LAC Sl No 0480 Kizhakke Palam Thavath Thazhe Road In Peralassery GP Kannur District
2026_LSGD_862495_2
AE/LSGD/PLSY/eT/2026-27/02
Open Tender
Civil Works - Roads
Item Rate
Peralassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
25 Sept 2026
25 Jul 2026
6 Aug 2026
25 Jul 2026
3 Aug 2026
25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD MAINTENANCE | |||||
| 1.001 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 1 | cum | - | - |
| 1.002 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | - | cum | - | - |
| 1.003 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 1.005 | OD229444/2025-2026:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years
warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed
over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with
area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and
supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by
means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40
cm x 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. (Derived from MoRD spec 10.3.A.2) | - | sqm | - | - |
| 2Cross Drain | |||||
| 2.001 | 3.6:Excavation in Marshy Soil <br> Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6. | 1 | cum | - | - |
| 2.002 | OD256711/2025-2026:Derived from 11.4.1.1-excluding formwork and cement content250kg/m3-Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
I. P.C.C grade M 10
(i) Nominal mix 1:3:6 | - | cum | - | - |
| 2.003 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
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