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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC | ₹6.8 L | L1 | Accepted-AOC 1 majeed bendichal (BID ID -2339700) 682125.50 L1 |
| 2 | L2₹7.1 LRejected-Finance | ₹7.1 L | L2 | Rejected-Finance 2 B ABDULLA (BID ID -2337391) 707312.79 L2 |
| Sl No | Description | Qty | Unit | B ABDULLA L2 | majeed bendichal L1 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 26.1 | cum | 38 ₹991.80 | 31.86 ₹831.55 |
| 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. | 362.9 | sqm | 10 ₹3,629 | 8.68 ₹3,149.97 |
| 1.00 | OD447608/2024-2025:Granular sub-base/base/surface course with serviceable material available during scarifying of
an existing road. Construction of granular sub-base with departmental material spreading in
uniform layers with a motor grader on a 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. ( Modified 4.11.2) | 10.89 | cum | 180 ₹1,959.66 | 164.88 ₹1,795.05 |
| 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. | 42.8 | cum | 2,000 ₹85,606 | 1,984.03 ₹84,922.44 |
| 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) | 80.53 | cum | 7,638 ₹6.2 L | 7,343.72 ₹5.9 L |
Tender Value
₹7.6 L
EMD Value
₹18,927
Closing Date
15 Sept 2025, 5:00 pmClosed
ASSISTANT ENGINEER
CHEMNAD GRAMA PANCHAYAT KOLIYADUKAM PERUMBALA
RENOVATION OF THEKKIL FERRY THOTTUMBAI ROAD SECOND PHASE CHEMNAD GP PRNO 656
2025_LSGD_794091_1
04/2025-26/AE/LSGD/CHMD
Open Tender
Civil Works - Roads
CHEMNAD GRAMA PANCHAYAT
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,670
Yes
₹18,927
Yes
30 Dec 2025
3 Sept 2025
17 Sept 2025
3 Sept 2025
15 Sept 2025
3 Sept 2025
Amount
ROAD CONCRETE
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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.
OD447608/2024-2025:Granular sub-base/base/surface course with serviceable material available during scarifying of an existing road. Construction of granular sub-base with departmental material spreading in uniform layers with a motor grader on a 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. ( Modified 4.11.2)
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)
B ABDULLA (BID ID -2337391)
Bidder Name
majeed bendichal
B ABDULLA
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