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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 LAccepted-Finance 124 J N ROAD HADDO P O DELANIPUR SOUTH ANDAMAN ANDAMAN NICOBAR 744102 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | ₹13.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹14.8 LAccepted-Finance GARACHARMA POST SRI VIJAYA PURAM PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹14.8 L | L2 | Accepted-Finance l2 |
| 3 | L3₹15.9 LAccepted-Finance | ₹15.9 L | L3 | Accepted-Finance l3 |
| 4 | L4₹17.2 LAccepted-Finance CONSTRUCTION DIVISION NO II A P W D PROTHRAPUR | ₹17.2 L | L4 | Accepted-Finance L4 |
| 5 | L5₹19.8 LAccepted-Finance SHADIPUR SRI VIJAYA PURAM PIN 744106 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744106 | ₹19.8 L | L5 | Accepted-Finance L5 |
Tender Value
₹21.8 L
EMD Value
₹43,584
Closing Date
9 Feb 2026, 10:00 amClosed
Executive Engineer
Office of the Executive Engineer, Construction Division-II, APWD, Prothrapur.
Providing 1000 ltr water tank with staging for block No.06 and 07 TYpe-IV quarter at Chakkargaon under SD-IV, CD-II, Prothrapur.
2026_APWD_21731_1
No. 47/EE/CDII/2025-26
Open Tender
Civil Works - Others
60 days
South Andaman
Please refer tender document.
8 documents required · 8 mandatory
₹0
₹43,584
17 Feb 2026
3 Feb 2026
9 Feb 2026
3 Feb 2026
9 Feb 2026
3 Feb 2026
3 Feb 2026 - 6 Feb 2026
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.
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-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
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)
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.
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 :
1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 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
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.
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade:
Two or more coats on new work
Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineer-in-Charge. (a) Internal Work- Exposed on wall
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall
25 mm nominal dia Pipes
12 mm cement plaster of mix:
1:4(1 cement: 4 fine sand)
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
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