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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 | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1Admitted-Fee/PreQual/Technical/Finance POONJAR SERVICE CO OP BANK BUILDING POONJAR SOUTH P O KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹1.4 L+₹1.4 L (13786264.0%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹1.5 L+₹1.5 L (15395238.0%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.7 L
EMD Value
₹4,234
Closing Date
24 Sept 2026, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE
Office of the Assistant Engineer, LIDEW Section, Poonjar South
213/2026-27 Concreting of Kudamuratty Sub Center Road in Ward-6 of Poonjar Thekkekara GP Amount-2,00,000
2026_LSGD_870192_8
02/2026-27/LIDEW/PNJRS
Open Tender
Civil Works - Roads
Item Rate
365 days
Office of the Assistant Engineer, LIDEW Section, P
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
₹4,234
5 Nov 2026
17 Sept 2026
26 Sept 2026
17 Sept 2026
24 Sept 2026
17 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Concreting & Supporting Wall | |||||
| 1.001 | 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 | 5.45 | cum | 441.5 | ₹2,403.97 |
| 1.002 | 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) | 5.47 | cum | 9,563.75 | ₹52,294.59 |
| 1.003 | 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 | 7.35 | cum | 941.83 | ₹6,922.45 |
| 1.004 | OD160824/2026-2027:DRY RUBBLE MASONRY - Dry Rubble masonry with hard stone ,in foundation and super structure including packing to compactness to lines and levels ,cost and conveyance of all materials labour ch approved drawing and relevant technical specifications. | 23.92 | cum | 4,160.22 | ₹99,504.14 |
| 1.005 | 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) | 0.9 | cum | 9,186.73 | ₹8,240.5 |
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