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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.5 LAccepted-AOC | ₹3.5 L | 1 | Accepted-AOC FIRST LOWEST |
| 2 | Rejected-Technical EDAVAKA KERALA | ERNAKULAM | KERALA | 680667 | - | - | Rejected-Technical Second Lowest Rate |
| Sl No | Description | Qty | Unit | MUHAMMED K L1 | AZHARUDHEEN K L2 |
|---|---|---|---|---|---|
| 1.00FLEXIBLE PAVEMENT | |||||
| 1.00 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 215.6 | sqm | 50 ₹10,780 Lowest | 50 ₹10,780 Lowest |
| 1.00 | 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 | 16.17 | cum | 3,550 ₹57,403.5 Lowest | 3,600 ₹58,212 |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 142.16 | sqm | 400 ₹56,864 Lowest | 405 ₹57,574.8 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 215.6 | sqm | 85 ₹18,326 Lowest | 90 ₹19,404 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 215.6 | sqm | 20 ₹4,312 Lowest | 24 ₹5,174.4 |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 490 | sqm | 18 ₹8,820 Lowest | 20 ₹9,800 |
| 1.01 | 75.5.11.1.B.2pb:Mix Seal Surfacing - Manual Means - Type B - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type B <br> (II) Bitumen (S-65) | 705.6 | sqm | 265 ₹1,86,984 Lowest | 290 ₹2,04,624 |
| 1.01 | OD503176/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI
pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15
grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per
drawings and Technical Specification Clause 1701. 600 mm x 450 mm Rectangular | 1 | each | 3,768 ₹3,768 Lowest | 4,000 ₹4,000 |
Tender Value
₹3.4 L
EMD Value
₹8,472
Closing Date
11 Mar 2026, 9:00 amClosed
AE, Thirunelly GP
AE, Thirunelly GP
This estimate is prepared as part of Annual plan 2025-26 in Thirunelly Grama panchayath for Proj.No-314 Appapara Aakkollikunnu Road Maintenanace for-Rs 4,00,000- Under maintenance fund road.
2026_LSGD_842851_1
78/AE/LSGD/TNLY/2025-2026
Open Tender
Civil Works - Roads
Item Rate
Thirunelly GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
₹8,472
Yes
14 Sept 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1FLEXIBLE PAVEMENT | |||||
| 1.001 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 215.6 | sqm | - | - |
| 1.002 | 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 | 16.17 | cum | - | - |
| 1.003 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 142.16 | sqm | - | - |
| 1.004 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 215.6 | sqm | - | - |
| 1.005 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 215.6 | sqm | - | - |
| 1.006 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 490 | sqm | - | - |
| 1.007 | 75.5.11.1.B.2pb:Mix Seal Surfacing - Manual Means - Type B - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type B <br> (II) Bitumen (S-65) | 705.6 | sqm | - | - |
| 1.008 | OD503176/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI
pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15
grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per
drawings and Technical Specification Clause 1701. 600 mm x 450 mm Rectangular | 1 | each | - | - |
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