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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance BAMBOOFLAT SOUTH ANDAMAN | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹43,516
Closing Date
28 Jun 2024, 3:00 pmClosed
EEZPSA
Executive engineer Zilla Parishad South Andaman Port Blair
repair and maintenance of north bay village road to William house via chandrawathi house to jamuna house and kathreena house including retaining wall and drain by zilla parishad south andaman
2024_OEEPB_14444_1
EE/ZP/SA/2023-2024/79
Open Tender
Civil Works - Roads
Works
240 days
north bay
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹43,516
4 Jul 2024
20 Jun 2024
1 Jul 2024
20 Jun 2024
28 Jun 2024
20 Jun 2024
Amount
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 : a)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 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 : a) On bituminous surface @ 0.50 Kg / sqm
2 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). (Use shreded plastic @ 10% of total bitumen i.e. 90% VG-30 & 10% shreded plastic) (a) With paving Asphalt grade VG - 30 with no solvent
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 complete.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. a) All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:4:8 (1 Cement : 4 coarse sand(zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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 : a) Foundations, footings, bases for columns.
Columns, piers, abutments, pillars, posts and struts.
Stairs, (excluding landings) except spiral-staircases.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500D or more.
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : a) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
12 mm cement plaster of mix : a) 1:4 (1 cement: 4 fine sand)
6 mm cement plaster of mix : a) 1:3 (1 cement: 3 fine sand)
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. a) G.I Pipes
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : a) Two or more coats on new work.
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)
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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