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Tender ID
Tender Value
₹2.0 L
EMD Value
₹5,119
Closing Date
21 Mar 2026, 6:00 pmClosed
SHABANA H
office of Assistant Engineer paippa
Annual Plan-2025 - 26 PAIPPAD GP-209/25- 26 WARD 4 PAIPPAD GP KOLLAPURAM OTTATHILKADAV ROAD MAINTENANCE-General Civil Work
2026_LSGD_846651_2
07/2025-26/AE/LID/EW/PPD/part1
Open Tender
Civil Works - Roads
Item Rate
180 days
PAIPPAD GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹5,119
Yes
12 Mar 2026
12 Mar 2026
23 Mar 2026
12 Mar 2026
21 Mar 2026
12 Mar 2026
specifications
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.
75.5.5.A.1pb:Modified Penetration Macadam 50 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.
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.
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)
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)
OD504328/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.(modified 6.7.1)
OD504349/2025-2026:Relaying of misplaced Interlocking Concrete Block Pavement relaying as per instructions engineer in chargeand included stone aggregate , labour charges etc complete
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affidavit.pdf
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Tender Documents • 2.00 MB
BOQ_1430917.xls
BOQ • 0.30 MB
nitcommon.pdf
Tender Documents • 0.03 MB
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