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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SHRI BALAJI ENTERPRISES L1 |
|---|---|---|---|---|
| 1.00 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 65 | sqm | 20 ₹1,300 Lowest |
| 2.00Earth 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. | ||||
| 2.10 | All kinds of soil | 16.5 | cum | 280 ₹4,620 Lowest |
| 3.00 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). | 216.25 | sqm | 80 ₹17,300 Lowest |
| 4.00Providing 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 | ||||
| 4.10 | On bituminous surface @ 0.50 Kg / sqm | 216.25 | sqm | 80 ₹17,300 Lowest |
| 5.002 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings at 13.2 mm size and 11.2 m 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 bitument including consolidation with road roller of 6 to 9 tonne capacity etc. complete :(tack coat to be paid for separately) (Use shreded plastic @ 10 % of total bitumen i.e 90 % VG - 30 & 10 % shreded plastic) | ||||
| 5.10 | With paving Asphalt grade VG-30 with no solvent | 216.25 | sqm | 450 ₹97,312.5 Lowest |
| 6.00Providing 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 : | ||||
| 6.10 | 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. | 211.25 | sqm | 550 ₹1,16,187.5 Lowest |
Tender Value
Refer Docs
EMD Value
₹9,909
Closing Date
19 Aug 2025, 10:00 amClosed
EE/ZP/SA
Executive Engineer Zilla Parishad South Andaman
renovation of rural road maccapahad main road to muthu krishan house beodnabad ward no 3 under zilla parishad south andaman
2025_OEEPB_19563_1
EE/ZP/SA/2025-2026/12
Open Tender
Civil Works - Roads
Works
90 days
beodnabad
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹9,909
21 Aug 2025
14 Aug 2025
20 Aug 2025
14 Aug 2025
19 Aug 2025
14 Aug 2025
Amount
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Earth 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.
All kinds of soil
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means).
Providing 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
On bituminous surface @ 0.50 Kg / sqm
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings at 13.2 mm size and 11.2 m 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 bitument including consolidation with road roller of 6 to 9 tonne capacity etc. complete :(tack coat to be paid for separately) (Use shreded plastic @ 10 % of total bitumen i.e 90 % VG - 30 & 10 % shreded plastic)
With paving Asphalt grade VG-30 with no solvent
Providing 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 :
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.
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
Providing 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 complet
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases for columns
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
40 mm thick with 20 mm nominal size stone aggregate
Total of Quoted Amount (A)
MAINTENANCE:- Amount is provisioned . Work has to be executed as per maintenance schedule provided in NIT/Agreement after completion of work.
For 1st Year
For 2nd Year
For 3rdYear
For 4th Year
For 5th Year
Total of Maintenance Cost for 5 Years (B)
Grand Total (A+B)
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