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Tender ID
Tender Value
₹4.7 L
EMD Value
₹11,647
Closing Date
3 Feb 2026, 6:00 pmClosed
AE LIDEW
AE LIDEW PARAVUR MUNICIPALITY
RE TENDER PMC Proj No 395/26 Ward 9 SNV SCHOOL SIDE ROAD RETARRING , INTERLOCKING
2026_LSGD_830426_16
01/2026/AE/LIDW/PMC
Open Tender
Civil Works - Roads
Item Rate
120 days
PARAVUR MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,030
Yes
₹11,647
Yes
27 Jan 2026
27 Jan 2026
5 Feb 2026
27 Jan 2026
3 Feb 2026
27 Jan 2026
ROAD RENOVATION
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65)
3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
OD235030/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
OD294630/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver<br>block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size,design & shape, laid in required colour and pattern over and including 50 mm thick crushed stone chips ,filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
OD290708/2025-2026:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
OD235028/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. Using Departmental Stone
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)
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BOQ • 0.26 MB
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