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Annual Repair And Maintenance Of Rural Road Under Sd-Ii, During The Year 2024-25. Sw Repair Of Pot Hole Of Rural Road From Gandhinagar-I Towards Gps Gandhinagar Under Sd-Ii, Cd, Apwd, Diglipur Ch 9.80 Km To 11.56 Km, Diglipur-Andaman And Nicobar Islands

Andaman Public Works Dept-APWD has published Annual Repair And Maintenance Of Rural Road Under Sd-Ii, During The Year 2024-25. Sw Repair Of Pot Hole Of Rural Road From Gandhinagar-I Towards Gps Gandhinagar Under Sd-Ii, Cd, Apwd, Diglipur Ch 9.80 Km To 11.56 Km. Submission Date for this Tender is 02-05-2024. Road Work Tenders in Diglipur Andaman And Nicobar Islands. Bidders can get complete Tender details and download the document.




Tender Notice

43239640
Annual Repair And Maintenance Of Rural Road Under Sd-Ii, During The Year 2024-25. Sw Repair Of Pot Hole Of Rural Road From Gandhinagar-I Towards Gps Gandhinagar Under Sd-Ii, Cd, Apwd, Diglipur Ch 9.80 Km To 11.56 Km
Open Tender
Indian
Andaman And Nicobar Islands
Diglipur
02-05-2024

Tender Details

Annual Repair And Maintenance Of Rural Road Under Sd-Ii, During The Year 2024-25. Sw Repair Of Pot Hole Of Rural Road From Gandhinagar-I Towards Gps Gandhinagar Under Sd-Ii, Cd, Apwd, Diglipur Ch 9.80 Km To 11.56 Km

Key Value

Document Fees
Refer document
EMD
INR 55310.0 /-
Tender Value
INR 27.65 Lakhs /-

BOQ Items

Name of work:A/R and M/o Rural Road under SD-II, during the year 2024-25. Sw: Repairof Pot hole of Rural Road from Gandhinagar-I towards GPS Gandhinagar under SD-II, CD, APWD, Diglipur (Ch: 9.80 Km to 11.56 km).
Sl. No. Item Description
1Providing,Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
2Base coarse with stone aggreagte 63 mm to 45 mm including stone screening 13.20 nn (Type-A)
3Base coarse with stone aggreagte 53 mm to 22.4 mm including stone screening 11.20 mm (Type-B)
4Profile correction of the existing road surface by cutting to required depth the undulated raised portions and creating a proper geometrical shape and making good the surface for proper laying and binding of the WBM including disposal of the cut out waste materials within a lead of 50mtr all complete as per the direction of Engineer-in-charge.
5Providing and laying Bitumen Penetration Macadam with hard stoneaggregate of quality, size and grading as specified, with bitumen ofsuitable penetration grade, including required key aggregate asspecified, spreading coarse aggregate with the help of self propelled/tipper tail mounted aggregate spreader and applying bitumen by apressure distributor and then spreading key aggregate with the helpof aggregate spreader complete, including consolidation with roadroller of minimum 8 to 10 tonne capacity to achieve specified valuesof compaction and surface accuracy :
6For 50mm compacted thickness using coarse aggregateof size 50-20 mm graded @ 0.60 cum per 10 sqm keyaggregate of size 12.5 mm graded @ 0.15 cum per 10sqm. With paving asphalt grade VG - 10/VG-30 @ 50 kg/ 10sqm.
7For 75 mm compacted thickness in two layers using stoneaggregate of size 63-41 mm graded @ 0.90 cum per 10sqm key aggregate of size 20.0 mm graded @ 0.18 cumper 10 sqm. With paving asphalt grade VG - 10/VG-30 @ 68 kg/10 sqm.
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