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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | L1 | Accepted-AOC work awarded to the lowest quoted rates | |
| 2 | L2₹4.5 L+₹41,944 (10.2%)Rejected-Finance ERINJAD GRAMA PANCHAYATH | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | JOSEPH K P L2 | liyon L1 |
|---|---|---|---|---|---|
| 1.00Road maintenance | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 26.46 | cum | 394.7 ₹10,443.76 | 290 ₹7,673.4 Lowest |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 4.41 | cum | 8,047.3 ₹35,488.59 | 7,450 ₹32,854.5 Lowest |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 9.8 | cum | 7,864.27 ₹77,069.85 | 7,800 ₹76,440 Lowest |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 6.62 | cum | 8,898.33 ₹58,862.45 Lowest | 10,000 ₹66,150 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.54 | tonne | 90,393.58 ₹48,993.32 | 95 ₹51.49 Lowest |
| 1.01 | 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. | 161.7 | sqm | 14.31 ₹2,313.93 | 14 ₹2,263.8 Lowest |
| 1.01 | 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. | 16.17 | cum | 2,219.75 ₹35,893.36 | 2,200 ₹35,574 Lowest |
| 1.01 | OD175134/2025-2026:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block
Pavements having thickness 80 mm thickness, minimum strength M40 including providing a
layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as
per the directions of the departmental officers at site inclusive of all cost and conveyance
& conveyance charges etc. complete.charges etc. complete. (REFERENCE MORTH 55.23) | 147 | sqm | 1,071.28 ₹1,57,478.16 Lowest | 1,100 ₹1,61,700 |
| 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) | 3.22 | cum | 8,212.93 ₹26,462.06 Lowest | 8,800 ₹28,353.6 |
Tender Value
₹5.1 L
EMD Value
₹12,704
Closing Date
26 Sept 2025, 6:00 pmClosed
Assistant Engineer
LID and EW Section Koratty
2025-26 Perumbi - JTS link road maintenance ward 5 - Koratty GP
2025_LSGD_799103_1
S0130/26
Open Tender
Civil Works - Roads
Item Rate
330 days
Koratty GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,704
Yes
15 Dec 2025
19 Sept 2025
29 Sept 2025
19 Sept 2025
26 Sept 2025
19 Sept 2025
Amount
Road maintenance
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> 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
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.
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.
OD175134/2025-2026:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm thickness, minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance & conveyance charges etc. complete.charges etc. complete. (REFERENCE MORTH 55.23)
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)
JOSEPH K P (BID ID -2360464)
Bidder Name
liyon
JOSEPH K P
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