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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC AGREEMENT EXECUTED BETWEEN CONTRACTOR AND AE |
| 2 | L2₹4.3 L+₹12,175.90 (2.92%)Rejected-AOC | ₹4.3 L+₹12,175.90 (2.92%) | L2 | Rejected-AOC HIGHER BID |
| Sl No | Description | Qty | Unit | SHIJIN N K L1 | RAVINDRAN E L2 |
|---|---|---|---|---|---|
| 1.00RETARRING | |||||
| 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. | 456 | sqm | 9 ₹4,104 Lowest | 10 ₹4,560 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 11.4 | cum | 2,150 ₹24,510 Lowest | 2,300 ₹26,220 |
| 1.00 | OD207375/2024-2025:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place
method normal. Construction of granular sub-base by providing local material spreading in
uniform layers with motor grader on prepared surface, mixing by mix in place method with
rotavator at once and compacting with smooth wheel roller to achieve the desired density
complete as per Clause 401.4 as per Technical Specification Clause 408. &lt;br&gt;(ii) Using
Departemental Gravel mix soil. | 34.2 | cum | 180 ₹6,156 Lowest | 192 ₹6,566.4 |
| 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 | 68.4 | cum | 3,275 ₹2,24,010 Lowest | 3,300 ₹2,25,720 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <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 | 456 | sqm | 78 ₹35,568 Lowest | 79 ₹36,024 |
| 1.01 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <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. | 456 | sqm | 17 ₹7,752 Lowest | 18 ₹8,208 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - 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 A <br> (II) Bitumen (S-65) | 456 | sqm | 245 ₹1,11,720 Lowest | 260 ₹1,18,560 |
| 1.01 | OD115635/2024-2025:Supplying and fixing name board of size 75cmx45cm made with GI Plane sheets
1.25mm thick (clacc III) fitted with 35x35x4mm MS Angle 2Nos horizondallyand 3
Nos verticallyto make a frame for strenthening the GI Sheet, fitted 2Nos 32mm GI
Pipe vertically 90cm above from ground level and fixing in cement concrete 1:2:4 ,
30cm X 30cmX30cm including cost and conveyance of all materials all labour charges
fabricating etc.completed | 1 | each | 3,400 ₹3,400 Lowest | 3,500 ₹3,500 |
| 1.01 | 10.1.2:Printing New Letters and Figures of any Shade<br> 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 <br>English and Roman | 375 | cm | 1.2 ₹450 Lowest | 1.3 ₹487.5 |
Tender Value
₹4.2 L
EMD Value
₹10,590
Closing Date
3 Jan 2025, 6:00 pmClosed
Prakash Babu M
The Assistant Engineer LID EW Section Panoor Municipality
Annual Plan-PROJECT NO 67/24-25-RENOVATION OF WEST ELLANGODE ANGANWADI-KUNNIN MUKALIL ROAD -WARD 04-PANOOR MUNICIPALITY-General Civil Work
2024_LSGD_717420_1
E1/13413/23
Open Tender
Civil Works - Roads
Item Rate
180 days
Office of the Assistant Engineer, LID EW Section
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,590
Yes
2 Sept 2026
23 Dec 2024
6 Jan 2025
23 Dec 2024
3 Jan 2025
23 Dec 2024
Amount
RETARRING
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.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
OD207375/2024-2025:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. &lt;br&gt;(ii) Using Departemental Gravel mix soil.
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
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <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
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - 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 A <br> (II) Bitumen (S-65)
OD115635/2024-2025:Supplying and fixing name board of size 75cmx45cm made with GI Plane sheets 1.25mm thick (clacc III) fitted with 35x35x4mm MS Angle 2Nos horizondallyand 3 Nos verticallyto make a frame for strenthening the GI Sheet, fitted 2Nos 32mm GI Pipe vertically 90cm above from ground level and fixing in cement concrete 1:2:4 , 30cm X 30cmX30cm including cost and conveyance of all materials all labour charges fabricating etc.completed
10.1.2:Printing New Letters and Figures of any Shade<br> 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 <br>English and Roman
RAVINDRAN E (BID ID -2047102)
Bidder Name
SHIJIN N K
RAVINDRAN E
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