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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-AOC | ₹6.9 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical THOTTIYIL CHITHARI RAVANESHWARAM | KERALA | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SUKESH M L2 | K T ANIL KUMAR L3 | MUNEER M L1 |
|---|---|---|---|---|---|---|
| 1.00Road Improvement and side protection | ||||||
| 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 | 43.09 | cum | 51.42 ₹2,215.69 Lowest | 53.99 ₹2,326.43 | 51.42 ₹2,215.69 Lowest |
| 1.00 | 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 | 1.34 | cum | 8,468.04 ₹11,347.17 Lowest | 8,891.44 ₹11,914.53 | 8,468.04 ₹11,347.17 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 16.27 | cum | 8,275.57 ₹1,34,610.42 | 8,689.35 ₹1,41,340.97 | 7,530.76 ₹1,22,495.34 Lowest |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 3.62 | cum | 9,301.14 ₹33,651.52 Lowest | 9,766.2 ₹35,334.11 | 9,301.14 ₹33,651.52 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.92 | tonne | 94,485.47 ₹87,304.57 Lowest | 99,209.74 ₹91,669.8 | 94,485.47 ₹87,304.57 Lowest |
| 1.01 | OD540073/2025-2026:PVC WEEP HOLES- Providing weep holes using60mm dia. PVC pipes working pressure 4kg
/sq.cm including cost of materials, conveyance, labour charges etc. complete. | 15 | metre | 42.61 ₹639.15 Lowest | 44.74 ₹671.1 | 472.2 ₹7,083 |
| 1.01 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 245.5 | sqm | 15.06 ₹3,697.23 | 15.81 ₹3,881.36 | 9.63 ₹2,364.17 Lowest |
| 1.01 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 33.71 | cum | 3,531.94 ₹1,19,072.29 | 3,708.54 ₹1,25,026.01 | 3,427.94 ₹1,15,566.14 Lowest |
| 1.01 | 5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 347.5 | sqm | 79.93 ₹27,775.68 | 83.93 ₹29,165.68 | 75.94 ₹26,389.15 Lowest |
Tender Value
₹7.1 L
EMD Value
₹17,751
Closing Date
11 Jun 2026, 6:00 pmClosed
Sumisha K K
Office of the Assistant Engineer, LIDEW Section, Ajanur Grama Panchayat
504/25-26-KALICHAMARAM KARAKKUZHI ROAD MAINTENANCE AND SIDE PROTECTION
2026_LSGD_853029_8
01/2026-27/AE/LSGD/AJR
Open Tender
Civil Works - Others
Item Rate
180 days
Ajanur Gramapanchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,865
Yes
₹17,751
Yes
7 Aug 2026
3 Jun 2026
15 Jun 2026
3 Jun 2026
11 Jun 2026
3 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Improvement and side protection | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
| 1.004 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 1 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.006 | OD540073/2025-2026:PVC WEEP HOLES- Providing weep holes using60mm dia. PVC pipes working pressure 4kg
/sq.cm including cost of materials, conveyance, labour charges etc. complete. | - | metre | - | - |
| 1.007 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.008 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.009 | 5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | sqm | - | - |
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