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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-Finance | ₹3.4 L | L1 | Accepted-Finance L1 |
| Sl No | Description | Qty | Unit | SUJEESH RADHSKRISHNAN L1 |
|---|---|---|---|---|
| 1.00Improvements to Road | ||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 376.5 | sqm | 14 ₹5,271 Lowest |
| 1.00 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 21.04 | cum | 3,449 ₹72,560.06 Lowest |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity <br> 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 | 280.5 | sqm | 76 ₹21,318 Lowest |
| 1.00 | 5.2.3a:Tack Coat <br>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. | 280.5 | sqm | 15 ₹4,207.5 Lowest |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 280.5 | sqm | 273 ₹76,576.5 Lowest |
| 1.01 | OD447899/2025-2026:Providing and fixing Granite of any colour and shade for name board of required size laid over base of C M 1:4(1 cement : 4 course sand) including all charges Etc Complete at all levels including Lettering and ramp , fixing | 1 | 1 nos | 2,923 ₹2,923 Lowest |
| 2.00Road concrete | ||||
| 2.00 | OD470612/2025-2026:(OD from DAR 2.28.1) surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish ,lead upto 50m,lift up to 1.5m . All kinds of soil | 96 | sqm | 33 ₹3,168 Lowest |
| 2.00 | 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 | 9.6 | cum | 3,077 ₹29,539.2 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,455
Closing Date
23 Mar 2026, 2:00 pmClosed
AKHILA UNNIKRISHNAN
LID and EW Section, Alamcode Grama Panchayath
Annual Plan project 108 SM English school Road Punarudharanam Ward 17- Annual Plan project 108 SM English school Road Punarudharanam Ward 17-General Civil Work
2026_LSGD_837629_16
TENDERS/AE/LSGD/ALKD/2
Open Tender
Civil Works - Roads
Item Rate
180 days
LID and EW Section, Alamcode Grama Panchayath
Please refer Tender documents.
11 documents required · 11 mandatory
₹750
Yes
₹8,455
Yes
15 Sept 2026
12 Mar 2026
25 Mar 2026
12 Mar 2026
23 Mar 2026
12 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Improvements to Road | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 376.5 | sqm | - | - |
| 1.002 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 21.04 | cum | - | - |
| 1.003 | 5.1.1a:Prime Coat :- Low porosity <br> 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 | 280.5 | sqm | - | - |
| 1.004 | 5.2.3a:Tack Coat <br>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. | 280.5 | sqm | - | - |
| 1.005 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 280.5 | sqm | - | - |
| 1.006 | OD447899/2025-2026:Providing and fixing Granite of any colour and shade for name board of required size laid over base of C M 1:4(1 cement : 4 course sand) including all charges Etc Complete at all levels including Lettering and ramp , fixing | 1 | 1 nos | - | - |
| 2Road concrete | |||||
| 2.001 | OD470612/2025-2026:(OD from DAR 2.28.1) surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish ,lead upto 50m,lift up to 1.5m . All kinds of soil | 96 | sqm | - | - |
| 2.002 | 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 | 9.6 | cum | - | - |
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