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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC ELAMDESHAM BP CONCRETING OF VELLAPLAVU KOTTA ROAD WARD 5 KARIMANNOOR GP | KOTTAYAM | KERALA | 686001 | L1 | Accepted-AOC First | |
| 2 | L2₹3.4 L+₹15,944.75 (4.94%)Rejected-Finance | L2 | Rejected-Finance L1 Agreement Executed |
| Sl No | Description | Qty | Unit | RENJITH MANUEL L1 | SHAJI K K L2 |
|---|---|---|---|---|---|
| 1.00Side wall and Tile laying | |||||
| 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 | 22.5 | cum | 400 ₹9,000 Lowest | 441.5 ₹9,933.75 |
| 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 | 1.8 | cum | 8,600 ₹15,480 Lowest | 9,001.46 ₹16,202.63 |
| 1.00 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 11.25 | cum | 9,000 ₹1,01,250 Lowest | 9,304.36 ₹1,04,674.05 |
| 1.00 | OD477292/2025-2026::Sectioning up to 150mm and forming the surface for NEW road way including
clearing the roadway of any debris, levelling, cambering etc complete as per direction of Engineer in charge | 132 | sqm | 60 ₹7,920 Lowest | 62.4 ₹8,236.8 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 13.2 | cum | 3,100 ₹40,920 Lowest | 3,337.88 ₹44,060.02 |
| 1.01 | OD477293/2025-2026::Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and
including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all
complete as per the direction of Engineerin-charge. | 115.5 | sqm | 1,100 ₹1,27,050 Lowest | 1,160.33 ₹1,34,018.12 |
| 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) | 2.35 | cum | 9,000 ₹21,177 Lowest | 9,186.73 ₹21,616.38 |
Tender Value
₹3.4 L
EMD Value
₹8,469
Closing Date
16 Mar 2026, 11:00 amClosed
AE LSGD
Office of the Assisstant Engineer, LSGD Section Paipra
Annual Plan-449-25-26- Paipra GPK A V A N A T H A Z H A M R O A D PUNARUDHARANAM WARD 20
2026_LSGD_844874_10
ET-12/2025-26/AE/LSGD/PPRA
Open Tender
Civil Works - Others
Item Rate
180 days
Paipra
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
₹8,469
16 Jun 2026
7 Mar 2026
17 Mar 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
Side wall and Tile laying
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
12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
OD477292/2025-2026::Sectioning up to 150mm and forming the surface for NEW road way including clearing the roadway of any debris, levelling, cambering etc complete as per direction of Engineer in charge
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
OD477293/2025-2026::Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge.
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)
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