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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC BENGLAVIL HOUSE KOORIYAD MALAPPURAM DIST KERALA PIN 676306 | MALAPPURAM | KERALA | 676306 | L1 | Accepted-AOC lowest bidder |
| Sl No | Description | Qty | Unit | ANWAR P L1 |
|---|---|---|---|---|
| 1.00road tarring | ||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 43.8 | cum | 60.02 ₹2,628.88 Lowest |
| 1.00 | OD184797/2025-2026:(OD from mord-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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6(excluding form work) | 3.31 | cum | 7,254.4 ₹24,026.57 Lowest |
| 1.00 | 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) | 29.49 | cum | 7,373.07 ₹2,17,431.83 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.21 | tonne | 84,181.35 ₹17,425.54 Lowest |
| 1.00 | 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. | 40.2 | cum | 548.34 ₹22,043.27 Lowest |
| 1.01 | OD256681/2024-2025: Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deepe and disposal of rubbish, lead up to 1.5 m. All kinds of soil. | 111 | sqm | 30.8 ₹3,418.8 Lowest |
| 1.01 | 4.1.A.1: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. <br> (i) For Grading I Material | 3.38 | cum | 2,807.8 ₹9,476.33 Lowest |
| 1.01 | OD508717/2024-2025:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber | 16.65 | cum | 7,707.54 ₹1,28,330.54 Lowest |
Tender Value
₹4.7 L
EMD Value
₹11,638
Closing Date
9 Jan 2026, 11:00 amClosed
Sreejith VP
Office of the Assistant Engineer, LID and EW Section, Thennala Grama Panchayat
Annual Plan-THENNALA GRAMAPANCHAYATH 2025-26 PR NO -102/26 PAPPALY CHERICHI ROAD SIDE PROTECTION AND CONCRETING-WARDNO.07 (Re-tender)
2025_LSGD_824870_11
001/AE/TNL/2025-26/ET03
Open Tender
Civil Works - Roads
Item Rate
180 days
Thennala GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,030
Yes
₹11,638
Yes
9 Jun 2026
1 Jan 2026
12 Jan 2026
1 Jan 2026
9 Jan 2026
1 Jan 2026
road tarring
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD184797/2025-2026:(OD from mord-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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6(excluding form work)
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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.
OD256681/2024-2025: Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deepe and disposal of rubbish, lead up to 1.5 m. All kinds of soil.
4.1.A.1: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. <br> (i) For Grading I Material
OD508717/2024-2025:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber
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