Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC | ₹3.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.1 LRejected-Finance NADAPURAM PRAVASI LABOUR CONTRACT CO OPERATIVE SOCIETY LTD NO 3278 P O KALLACHI THUNERI BLOCK PANCHAYAT KEZHIKODE DISTRICT | KOZHIKODE | KERALA | 612906 | ₹3.1 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical 4 |
| 4 | Rejected-Technical SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532 | - | - | Rejected-Technical 3 |
| Sl No | Description | Qty | Unit | V V Manojan L3 | P GOVINDAN L4 | SUDHEESH L2 | PV SUKUMARAN L1 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD IMPROVEMENT | |||||||
| 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. | 96.8 | sqm | 15 ₹1,452 | 8.68 ₹840.22 | 8 ₹774.40 | 8.4 ₹813.12 |
| 1.00 | 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. | 25.71 | cum | 100 ₹2,571 | 57.84 ₹1,487.07 | 57.12 ₹1,468.56 | 56 ₹1,439.76 |
| 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. | 14.52 | cum | 2,200 ₹31,944 | 1,984.03 ₹28,808.12 | 1,959.8 ₹28,456.30 | 1,926.75 ₹27,976.41 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 21.78 | cum | 7,000 ₹1.5 L | 7,343.72 ₹1.6 L | 7,254 ₹1.6 L | 7,131.25 ₹1.6 L |
| 1.00 | 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) | 18.45 | cum | 7,000 ₹1.3 L | 7,053.22 ₹1.3 L | 6,750 ₹1.2 L | 6,849.5 ₹1.3 L |
Tender Value
₹3.6 L
EMD Value
₹8,913
Closing Date
5 Jul 2025, 9:00 amClosed
Saju P
Nileshwram Municipality
Nileshwram Municipality Project no. 535/24-25 Kottra Junction To Jaihind Road Improvement-GENERAL WORK
2025_LSGD_772664_2
07 /24-25/AE/LSGD/NLR
Open Tender
Civil Works - Roads
120 days
NILESHWARAM MUNICIPLATY
Please refer Tender documents.
12 documents required · 12 mandatory
₹790
₹8,913
31 Dec 2025
30 Jun 2025
5 Jul 2025
30 Jun 2025
5 Jul 2025
30 Jun 2025
Amount
ROAD IMPROVEMENT
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.
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.
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:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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)
SUDHEESH (BID ID -2241132)
V V Manojan (BID ID -2240935)
P GOVINDAN (BID ID -2237792)
Bidder Name
P GOVINDAN
V V Manojan
SUDHEESH
PV SUKUMARAN
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
