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Tender Value
₹22.6 L
EMD Value
₹45,178
Closing Date
27 Jul 2026, 3:00 pmDue tomorrow
Executive Engineer
Executive Engineer (PRI) South Andaman Division-I No. J/4, Old Councilor Bungalow, Junglighat, Sri Vijaya Puram, South Andaman
Repair and Maintenance of Rural Road from main road to Shri. Subodh Mondal house Bengali Basthi at Hobdipur under Gram Panchayat Tushnabad. (Re-Tender)
2026_RDPRI_22985_2
EE/PRI/SAD-I/RR(CCA)/26-27/38
Open Tender
Civil Works - Roads
Works
120 days
Tushnabad
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹45,178
15 Jul 2026
15 Jul 2026
27 Jul 2026
16 Jul 2026
27 Jul 2026
16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing 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 : | |||||
| 1.01 | For 50 mm 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. | 1 | sqm | - | - |
| 1.02 | For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/ 10 sqm. | 1 | sqm | - | - |
| 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 : | |||||
| 2.01 | 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 (tack coat to be paid for separately). | |||||
| 3.01 | With paving Asphalt grade VG - 30 with no solvent (Add shredded plastic @10% by weight of bitumen) | - | sqm | - | - |
| 4Providing and laying seal coat of premixed fine aggregate (with River Sand) ( 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 (with River Sand) per 100 sqm of road surface, including rolling and finishing with road roller all complete. | |||||
| 5Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | |||||
| 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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