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Tender Value
₹2.5 L
EMD Value
₹6,340
Closing Date
5 Jun 2026, 6:00 pmDue today
Assistant Engineer
LID and EW Kanjirapuzha GP
KANJIRAPUZHA GP 2025-26 PRO 291 Pandippadam kaippakkuzhi road
2026_LSGD_845780_9
09/25-26/AE/LIDEW/KPGP
Open Tender
Civil Works - Roads
180 days
Kanjirapuzha
Please refer Tender documents.
8 documents required · 8 mandatory
₹560
Yes
₹6,340
Yes
26 May 2026
26 May 2026
8 Jun 2026
26 May 2026
5 Jun 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Road maintenance | ||||||
| 1.001 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 1 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | OD473310/2025-2026:DRY RUBBLE MASONRY with departmental material _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site - OD created from DAR 60.7.1 | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | OD473315/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site DRY RUBBLE MASONRY | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 12.5.3: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> III. R.C.C grade M 20 | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | - | tonne | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | OD473227/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | - | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 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 | 1 | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 2side wall | ||||||
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