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Tender Value
Refer Docs
EMD Value
₹73,233
Closing Date
27 Jul 2026, 10:00 amDue tomorrow
ee/zp/sa
Executive Engineer Zilla Parishad South Andaman Sri Vijaya Puram
renovation of village road from main road near A-1 tutorial bambooflat 1 to rehamaniya mosque at bambooflat 1 under zilla parishad south andaman
2026_OEEPB_23871_1
EE/ZP/SA/2026-2027/12
Open Tender
Civil Works - Roads
Works
365 days
bambooflat
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹73,233
27 Jul 2026
21 Jul 2026
29 Jul 2026
21 Jul 2026
27 Jul 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing and Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requiste type of screening/ binding material to fillup interstices of coarse aggregate, watering and compacting of the required density. (Rate is inclusive of all materials, labours, machineries etc.). | |||||
| 1.1 | Sub- base with stone aggregate 90 mm to 45 mm including stone screening 13.20 mm. | 14.58 | cum | - | - |
| 2Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : | |||||
| 2.1 | On bituminous surface @ 0.50 Kg / sqm | - | sqm | - | - |
| 32 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete: (Use shredded plastic @ 10 % of total bitumen i.e 90 % VG- 30 & 10 % shreadded plastic). | |||||
| 3.1 | With paving Asphalt grade VG - 30 with no solvent | - | sqm | - | - |
| 4Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy : | |||||
| 4.1 | For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm | - | sqm | - | - |
| 5Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | |||||
| 6Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m | |||||
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