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Tender ID
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₹3.8 LAccepted-AOC | l1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical REJECTED | |
| 3 | Rejected-Technical | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | SAYID SUHAIB C A L2 | ABDUL HARIS L3 | Mohammed Nuhman L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD INTERLOACK | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 124.5 | sqm | 9.63 ₹1,198.94 | 10 ₹1,245 | 8.68 ₹1,080.66 Lowest |
| 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 | 6.22 | cum | 35.1 ₹218.5 | 35.5 ₹220.99 | 32.1 ₹199.82 Lowest |
| 1.00 | OD386871/2024-2025:Granular sub-base/base/surface course with serviceable material available during scarifying of
existing road. Construction of granular sub-base with departmental 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. ( Modified 4.11.2) | 1.87 | cum | 183 ₹341.84 | 183 ₹341.84 | 165.45 ₹309.06 Lowest |
| 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. (ii) Using Gravel mix soil. | 14.73 | cum | 2,202.03 ₹32,440.31 | 2,250 ₹33,147 | 1,990.83 ₹29,328.91 Lowest |
| 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) | 24.9 | cum | 8,150.63 ₹2,02,950.69 | 8,400 ₹2,09,160 | 7,368.42 ₹1,83,473.66 Lowest |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 12.11 | cum | 8,427.99 ₹1,02,088.24 | 8,450 ₹1,02,354.85 | 7,618.85 ₹92,287.13 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.97 | tonne | 86,333 ₹83,656.68 | 87,000 ₹84,303 | 78,053.67 ₹75,634.01 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,572
Closing Date
5 Mar 2025, 2:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
ASSISTANT ENGINEER,CHEMNAD GRAMA PANCHAYATH
Annual Plan-G L P SCHOOL ROAD-CHEMNAD GP-PR NO.102/24-25-General Civil Work
2025_LSGD_742542_1
06/2024-25/AE/LSGD/CHMD
Open Tender
Civil Works - Roads
Item Rate
180 days
CHEMNAD GRAMA PANCHAYATH
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,572
Yes
15 Sept 2025
24 Feb 2025
5 Mar 2025
24 Feb 2025
5 Mar 2025
24 Feb 2025
Amount
ROAD INTERLOACK
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
3.5.3: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
OD386871/2024-2025:Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of granular sub-base with departmental 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. ( 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. (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)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
SAYID SUHAIB C A (BID ID -2139536)
ABDUL HARIS (BID ID -2139535)
Bidder Name
Mohammed Nuhman
ABDUL HARIS
SAYID SUHAIB C A
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