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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.0 LAccepted-AOC MATTATHIL HOUSE ELAYAVOOR MUNDERI GRAMA PANCHAYATH MUNDERI | KANNUR | KERALA | 670001 | 1 | Accepted-AOC Lowest bidder | |
| 2 | 2₹4.1 L+₹12,278.21 (3.07%)Rejected-AOC | 2 | Rejected-AOC Second lowest bidder |
| Sl No | Description | Qty | Unit | M K Ratnakaran L2 | M M Joy L1 |
|---|---|---|---|---|---|
| 1.00Detailed Estimate | |||||
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 31.5 | cum | 601.72 ₹18,954.18 | 583.8 ₹18,389.7 Lowest |
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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. | 52.05 | cum | 62.37 ₹3,246.36 | 60.52 ₹3,150.07 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 | 17.35 | cum | 3,087.71 ₹53,571.77 | 2,995.77 ₹51,976.61 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) | 26.02 | cum | 8,694.08 ₹2,26,263.43 | 8,435.22 ₹2,19,526.6 Lowest |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 | 9.57 | cum | 49.69 ₹475.68 | 48.21 ₹461.51 Lowest |
| 1.01 | 11.4.1.1: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 | 5.33 | cum | 8,182.92 ₹43,623.15 | 7,939.29 ₹42,324.35 Lowest |
| 1.01 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 7.69 | cum | 7,996.93 ₹61,480.4 | 7,758.8 ₹59,649.65 Lowest |
| 1.01 | OD363273/2025-2026:1.001-Specification code: OD160256/2023-2024
Supplying and fitting name boards of size 75 cm x 45 cm. made with G I plain sheets 1.25 mm
thick (class IIII ) fitted with 35 X35 x 4 mm MS angle 2 Nos horizontally and 3 Nos vertically
to make a frame for strengthening the G I sheet , fitted 2 Nos. 32 mm GI pipe vertically 90 cm
above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X30cm X 30 cm.
including cost and conveyance of all materials all labour harges, fabricating etc. complete | 1 | each | 3,510.03 ₹3,510.03 | 3,406.7 ₹3,406.7 Lowest |
| 1.01 | 10.1.2:Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 English and Roman | 960 | cm | 1.35 ₹1,296 | 1.31 ₹1,257.6 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,586
Closing Date
15 Jan 2026, 6:00 pmClosed
Assistant Engineer LID and EW Edaakkad BP
O/o The Assistant executive Engineer LSGD LID and EW Edakkad Block panchayath, Chala East PO Kannur Dist
MLA-SDF-Vellamolipp chal Munderi vayal road concreting in Munderi Gramapanchayath
2026_LSGD_826604_1
AE/TENDER/06/25-26/2
Open Tender
Civil Works - Roads
Item Rate
180 days
Edakkad Block Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,586
Yes
18 May 2026
8 Jan 2026
17 Jan 2026
8 Jan 2026
15 Jan 2026
8 Jan 2026
Detailed Estimate
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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)(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
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 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
11.4.1.1: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
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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
OD363273/2025-2026:1.001-Specification code: OD160256/2023-2024 Supplying and fitting name boards of size 75 cm x 45 cm. made with G I plain sheets 1.25 mm thick (class IIII ) fitted with 35 X35 x 4 mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet , fitted 2 Nos. 32 mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X30cm X 30 cm. including cost and conveyance of all materials all labour harges, fabricating etc. complete
10.1.2:Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 English and Roman
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