Tender For Annual Plan-62/Vdk/2026-27-Optical Fiber Installed Roads Restoration Works Various Wards Vadakkekkara Gp-General Civil Work
Tender Value
21.18 Lakhs
Estimated cost
Bid Submission
28 Jul 2026
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ernakulam → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Annual Plan-62/Vdk/2026-27-Optical Fiber Installed Roads Restoration Works Various Wards Vadakkekkara Gp-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Puliyampilly road |
| 2 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 |
| 4 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) |
| 5 | 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) |
| 6 | 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 |
| 7 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 8 | 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. |
| 9 | 6.1.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 |
| 10 | OD114944/2026-2027:Supplying and laying interlocking cement concrete paver block tiles 80mm or nearest sizethickness, minimum strength M40 (conforming to IS 15658:2006) including providing a layerof chipping aggregate for 5 cm thickness, then laying interlock CC paver block tiles in lines andlevels as per the directions of the departmental officers at site ,inclusive of all cost &:amp:conveyance charges etc, complete |
| 11 | Ladies Hostel Road Ward 4 |
| 12 | 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 |
| 13 | 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 |
| 14 | 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) |
| 15 | 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) |
| 16 | 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 |
| 17 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 18 | 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. |
| 19 | 6.1.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 |
| 20 | OD114946/2026-2027:Supplying and laying interlocking cement concrete paver block tiles 80mm or nearest sizethickness, minimum strength M40 (conforming to IS 15658:2006) including providing a layerof chipping aggregate for 5 cm thickness, then laying interlock CC paver block tiles in lines andlevels as per the directions of the departmental officers at site ,inclusive of all cost &:amp:conveyance charges etc, complete |
| 21 | Fisheries road W21 |
| 22 | 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. |
| 23 | OD116504/2026-2027:Construction of granular sub-base by providing local material spreading in uniformlayers on prepared surface and compacting by ramming to achieve the desired density complete.(ii) UsingGravel mix soil/Quarry muck |
| 24 | OD114957/2026-2027:Supplying and laying interlocking cement concrete paver block tiles 80mm or nearest sizethickness, minimum strength M40 (conforming to IS 15658:2006) including providing a layerof chipping aggregate for 5 cm thickness, then laying interlock CC paver block tiles in lines andlevels as per the directions of the departmental officers at site ,inclusive of all cost &:amp:conveyance charges etc, complete |
| 25 | 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) |
| 26 | Chettikkad road W20 |
| 27 | 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. |
| 28 | OD116521/2026-2027:Construction of granular sub-base by providing local material spreading in uniformlayers on prepared surface and compacting by ramming to achieve the desired density complete.(ii) UsingGravel mix soil/Quarry muck |
| 29 | OD116425/2026-2027:Supplying and laying interlocking cement concrete paver block tiles 80mm or nearest sizethickness, minimum strength M40 (conforming to IS 15658:2006) including providing a layerof chipping aggregate for 5 cm thickness, then laying interlock CC paver block tiles in lines andlevels as per the directions of the departmental officers at site ,inclusive of all cost &:amp:conveyance charges etc, complete |
| 30 | 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) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayJul 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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