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Tender Value
₹16.9 L
EMD Value
₹42,368
Closing Date
29 Sept 2026, 5:00 pm2d left
Assistant Executive Engineer
Assistant Executive Engineer Thiruvananthapuram Corporation
501/2026-27-Tarring concreting interlocking and drain construction of Nalumukku Daya Nagar roads in Kudappanakkunnu ward
2026_LSGD_871944_9
T10/AEE/VTZ-KPK/5688629/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram Corporation
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹42,368
Yes
23 Sept 2026
23 Sept 2026
1 Oct 2026
23 Sept 2026
29 Sept 2026
23 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Drain works | |||||
| 1.001 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 32.08 | cum | - | - |
| 1.002 | OD154854/2026-2027:Supplying lowering and placing in position CC rings of 1.20m dia or nearest size for rain water collection tank below road surface complete (excluding excavation work) | 5 | each | - | - |
| 1.003 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 3 | cum | - | - |
| 1.004 | 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 | 25.4 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.98 | tonne | - | - |
| 1.006 | OD150130/2026-2027:Filling available excavated earth (excluding rock) in trenches, plinth,
sides of foundations etc. in layers not exceeding 20cm in depth,
consolidating each deposited layer by ramming and watering, lead up
to 50 m and lift upto 1.5 m. | 3.6 | cum | - | - |
| 1.007 | 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. | 0.72 | cum | - | - |
| 1.008 | 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) | 0.72 | cum | - | - |
| 2Road Works | |||||
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details.html
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Tendernotice_1.pdf
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501pgmt.pdf
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501epf.pdf
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501af.pdf
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501sbd.pdf
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501nit.pdf
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501fot.pdf
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501ipct.pdf
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BOQ_1478667.xls
BOQ • 0.24 MB
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