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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC SAJI SEBASTIAN PO 670571 | KANNUR | KERALA | 670571 | L1 | Accepted-AOC L1 | |
| 2 | L2₹12.9 L+₹22,700.97 (1.79%)Rejected-AOC P B ANIL KUMAR P B ANIL KUMAR 138 CHAPPARAPADAVU KANNUR KERALA | KERALA | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | ANIL KUMAR P B L2 | SAJI SEBASTIAN L1 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||
| 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. | 228.96 | cum | 65 ₹14,882.4 | 62.41 ₹14,289.39 Lowest |
| 1.00 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> 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 | 68.04 | cum | 3,000 ₹2,04,120 | 2,966.79 ₹2,01,860.39 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) | 111.3 | cum | 8,350 ₹9,29,355 | 8,202.7 ₹9,12,960.51 Lowest |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 10.08 | cum | 36 ₹362.88 | 35.79 ₹360.76 Lowest |
| 1.00 | OD420998/2024-2025:1.004-Specification code: OD149360/2024-2025
DRY RUBBLE MASONRY _with Random rubble masonry with hard stone in foundation and
superstructure including packing to compactness to lines and levels, cost and
conveyance of all materials labour charges etc. complete as per approved drawing and relevant
technical
specifications | 30.03 | cum | 3,700 ₹1,11,111 | 3,591.93 ₹1,07,865.66 Lowest |
| 1.01 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 1.05 | cum | 8,200 ₹8,610 | 8,168.49 ₹8,576.91 Lowest |
| 1.01 | OD439933/2024-2025: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)
Unit = sqm Taking output = 0.9 sqm | 0.9 | sqm | 12,000 ₹10,800 | 11,943.44 ₹10,749.1 Lowest |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 30.75 | cum | 460 ₹14,145 | 456.01 ₹14,022.31 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,767
Closing Date
19 Jun 2025, 6:00 pmClosed
Athira S Nayanar
Office of the Assistant Engineer, LID EW Section, Chapparapadavu Grama Panchayat
LRRP- Local Road Restoration Project 2024-25 Taliparamba LAC Sl No 906- Manikkal Centre Theyyakkalam road Chapparapadavu GP
2025_LSGD_767677_10
TENDER/2024-25/AE/LIDEW/CGP/VI PHASE
Open Tender
Civil Works - Roads
Item Rate
120 days
LID EW Section Chapparapadavu Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,767
Yes
2 May 2026
5 Jun 2025
21 Jun 2025
5 Jun 2025
19 Jun 2025
5 Jun 2025
Amount
ROAD CONCRETE
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.
4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> 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
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)
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
OD420998/2024-2025:1.004-Specification code: OD149360/2024-2025 DRY RUBBLE MASONRY _with Random rubble masonry with hard stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
OD439933/2024-2025: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) Unit = sqm Taking output = 0.9 sqm
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
ANIL KUMAR P B (BID ID -2228300)
Bidder Name
SAJI SEBASTIAN
ANIL KUMAR P B
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