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| # | Company | Amount | Rank |
|---|---|---|---|
| 1 | L1₹8.9 L GOVT CONTRACTOR INDRA NAGAR HUMPHRYGUNJ PORT BLAIR PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹8.9 L | L1 |
| 2 | L2₹9.0 L | ₹9.0 L | L2 |
| 3 | L3₹10.1 L | ₹10.1 L | L3 |
| 4 | L4₹11.3 L SHADIPUR SRI VIJAYA PURAM PIN 744106 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744106 | ₹11.3 L | L4 |
| 5 | L5₹13.8 L GARACHARMA POST SRI VIJAYA PURAM PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹13.8 L | L5 |
Tender Value
₹13.1 L
EMD Value
₹26,299
Closing Date
9 Feb 2026, 10:00 amClosed
Executive Engineer
Office of the Executive Engineer, Construction Division-II, APWD, Prothrapur.
C-o Road side drain infront of NG-03 Type-V and infront of NG-10, Type-V, inside Type-IV quarer complex at Chakkargaon under SD-IV,CD-II,APWD, Prothrapur.
2026_APWD_21730_1
No. 46/EE/CDII/2025-26
Open Tender
Civil Works - Others
60 days
South Andaman
Please refer tender document.
8 documents required · 8 mandatory
₹0
₹26,299
13 Feb 2026
3 Feb 2026
9 Feb 2026
3 Feb 2026
9 Feb 2026
3 Feb 2026
3 Feb 2026 - 6 Feb 2026
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 over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
All kinds of soil
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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
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
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