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Tender Value
₹4.2 L
EMD Value
₹10,578
Closing Date
15 Jul 2026, 4:00 pm7d left
Executive Engineer Thrissur corporation
Executive Engineer Thrissur corporation
Annual Plan-Project No 32/26-27- THRISSUR CORPORATION VILVATTAM ZONAL DIV 5 interlocking for Sougrutha lineSreerag linePandikkavu South
2026_LSGD_859462_14
PW2-17409/18,16.07.26
Open Tender
Civil Works - Roads
180 days
Superintending Engineer Thrissur corporation
Please refer Tender documents.
11 documents required · 11 mandatory
₹935
₹10,578
7 Jul 2026
7 Jul 2026
16 Jul 2026
7 Jul 2026
15 Jul 2026
7 Jul 2026
7 Jul 2026 - 13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Sreerag line- Tile Paving | |||||
| 1.001 | OD82689/2026-2027:(Modified data 3.15 MORTH ) Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 1 | sqm | - | - |
| 1.002 | 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. | - | cum | - | - |
| 1.003 | OD89472/2026-2027:Providing and Laying of interlocking concrete block pavements using 80mm (M40) as per drawing and technical specification clause 1504 confirming to IS 15658 laid in required colour and pattern over and including 50mm thick compacted bed of 6mm stone aggregate excluding edge concrete etc. all complete as per the direction of Engineer-in-charge | - | sqm | - | - |
| 1.004 | 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) | - | cum | - | - |
| 2Retarring | |||||
| 2.001 | 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. | - | sqm | - | - |
| 2.002 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1 | sqm | - | - |
| 2.003 | 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) | 1 | sqm | - | - |
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