Tender For Annual Plan-Annamanda G.P. 2026-27 Project No. 392/27- Ward 8 West Koratty School Road Renovation-General Civil Work
Tender Value
5.93 Lakhs
Estimated cost
Bid Submission
09 Nov 2026
6 days left
EMD
14825
Bank guarantee accepted
Document Fee
1310
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thrissur → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Annual Plan-Annamanda G.P. 2026-27 Project No. 392/27- Ward 8 West Koratty School Road Renovation-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Road Renovation |
| 2 | 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. |
| 3 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 4 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. |
| 5 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 6 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) |
| 7 | 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. |
| 8 | OD197798/2026-2027:Supplying and laying interlocking cement concrete paver block tiles 80mm or nearestsize thickness minimum strength M40 (confirminig to IS:15658:2006 for mediumtraffic low volume roads) including providing a layer of 6mm aggregate for 5cm thickness then layng interlock CCpaver block tiles in lines and levels as per the directions of the departmentalofficers at site,inclusive of all cost and conveyance charges etc.complee.(Morth 55.23 modified) |
| 9 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) |
| 10 | OD210660/2026-2027:Dismantling Interlock |
| 11 | OD232043/2026-2027:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)(15.2.1.) |
| 12 | OD231954/2026-2027: Laying departmental interlocking cement concrete paver block tiles 80mm or nearest size thickness minimum strength M40 (confirminig to IS:15658:2006 for medium traffic low volume roads) including providing a layer of 6mm aggregate for 5cm thickness then layng interlock CCpaver block tiles in lines and levels as per the directions of the departmental officers at site,inclusive of all cost and conveyance charges etc.complete.(Morth 55.23 modified) |
| 13 | OD197802/2026-2027: supplying and fixing Name board at site as per the direction of departmental officers at site . Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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