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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | A1₹5.6 LAccepted-AOC | A1 | Accepted-AOC L1 | |
| 2 | A2₹5.3 LRejected-AOC | A2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | RAJEEV K L1 | THOMAS P A L2 |
|---|---|---|---|---|---|
| 1.00DRAINAGE RENOVATION | |||||
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 1.2 | cum | 586.3 ₹703.56 Lowest | 658 ₹789.6 |
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses | 0.96 | cum | 404.5 ₹388.32 Lowest | 454 ₹435.84 |
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 14.08 | cum | 1,632.33 ₹22,983.21 Lowest | 1,834 ₹25,822.72 |
| 1.00 | 2.14.1.B:Dismantling of Flexible Pavements <br>Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (I) By Manual Means <br> (B) Granular Courses | 7.2 | cum | 1,124.79 ₹8,098.49 Lowest | 1,263 ₹9,093.6 |
| 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. | 12.89 | cum | 2,210.82 ₹28,501.89 Lowest | 2,484 ₹32,023.73 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 46.23 | cum | 8,176.19 ₹3,78,001.62 Lowest | 9,186 ₹4,24,687.15 |
| 1.01 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 23.15 | cum | 59.48 ₹1,376.84 Lowest | 66 ₹1,527.77 |
| 1.01 | 2.6.C:Dismantling Brick/Tile Work<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (C) Mud Mortar | 16.39 | cum | 385.68 ₹6,321.68 Lowest | 433 ₹7,097.3 |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 6.08 | cum | 9,307.09 ₹56,605.72 Lowest | 10,457 ₹63,599.47 |
Tender Value
₹6.3 L
EMD Value
₹15,867
Closing Date
20 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE
AE LSGD PARIYARAM GP
Annual Plan-2025-26/PYM/PRO NO-94/26 - PEELARMUZHY KOTTAMALA ROAD DRAIN CONSTRUCTION - WARD 7 - Pariyaram GP - Chalakkudy BP-Drain Construction-General Civil Work
2025_LSGD_783297_2
E2/AE/LSGD/PYM/25-26
Open Tender
Civil Works - Others
Item Rate
180 days
PARIYARAM GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,400
Yes
₹15,867
Yes
28 Oct 2025
12 Sept 2025
22 Sept 2025
12 Sept 2025
20 Sept 2025
12 Sept 2025
Amount
DRAINAGE RENOVATION
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses
2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
2.14.1.B:Dismantling of Flexible Pavements <br>Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (I) By Manual Means <br> (B) Granular Courses
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.
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
2.6.C:Dismantling Brick/Tile Work<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (C) Mud Mortar
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
THOMAS P A (BID ID -2348817)
Bidder Name
THOMAS P A
RAJEEV K
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