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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 | L1₹13.6 LAccepted-AOC | L1 | Accepted-AOC AS PER PANCHAYATH COMMITTEE RESOLUTION | |
| 2 | L2₹13.7 L+₹19,390.28 (1.43%)Rejected-AOC | L2 | Rejected-AOC AS PER PANCHAYATH COMMITTEE RESOLUTION |
| Sl No | Description | Qty | Unit | ABDUL HAKKEEM V P L2 | RATHNAKARAN K L1 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 1.00 | 3.9.2.A:Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 (A) Manual Means | 9.35 | cum | 5,240 ₹48,994 | 5,230 ₹48,900.5 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 4.86 | cum | 550 ₹2,673 | 500 ₹2,430 Lowest |
| 1.00 | OD43630/2025-2026:DR WITH DEPARTMENTAL STONE -Dry rubble masonry without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc.complete as per direction of departmental officers at site. | 5.61 | cum | 1,400 ₹7,854 Lowest | 1,541 ₹8,645.01 |
| 1.00 | OD38925/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 9.17 | cum | 3,778 ₹34,655.59 Lowest | 3,821 ₹35,050.03 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1.35 | cum | 8,800 ₹11,880 | 8,775 ₹11,846.25 Lowest |
| 1.01 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 114.66 | cum | 440 ₹50,450.4 | 400 ₹45,864 Lowest |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 47.85 | cum | 540 ₹25,839 Lowest | 550 ₹26,317.5 |
| 1.01 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 99.39 | cum | 3,000 ₹2,98,170 | 2,988 ₹2,96,977.32 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 | 144.59 | cum | 3,336 ₹4,82,335.56 Lowest | 3,336 ₹4,82,335.56 Lowest |
Tender Value
₹13.6 L
EMD Value
₹33,887
Closing Date
27 Sept 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE
AE, LID AND EW SECTION KURUVATTUR GP
ROAD
2025_LSGD_799658_1
AE/LSGD/KVR/2025-26
Open Tender
Civil Works - Roads
Item Rate
240 days
KURUVATTUR
9 documents required · 9 mandatory
₹2,760
Yes
₹33,887
Yes
20 Nov 2025
19 Sept 2025
29 Sept 2025
19 Sept 2025
27 Sept 2025
19 Sept 2025
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1326049.pdf
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details.html
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