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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st Rank₹19.2 LAccepted-Finance | 1st Rank | Accepted-Finance Accept | |
| 2 | 2nd Rank₹19.7 L+₹49,878.40 (2.60%)Accepted-Finance GARACHARMA POST SRI VIJAYA PURAM PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | 2nd Rank | Accepted-Finance Accept | |
| 3 | 3rd Rank₹20.0 L+₹79,797 (4.16%)Accepted-Finance | 3rd Rank | Accepted-Finance Accept | |
| 4 | 4th Rank₹22.4 L+₹3.2 L (16.7%)Accepted-Finance | 4th Rank | Accepted-Finance Accept |
Tender Value
₹21.3 L
EMD Value
₹42,594
Closing Date
7 Apr 2022, 3:00 pmClosed
EE SAD APWD Port Blair
EE SAD APWD Port Blair
Construction of RCC Retaining wall 2.00 mtr height for protection to stop ingression of sea water, complaint of Shri.Jagnarayan Residence of Austinabad in the existing nallah by demolishing existing CC Drain wall for a length of 50 mtr.
2022_APWD_5422_1
20/EE/SAD/APWD/2021-22
Open Tender
Construction Works
Works
90 days
EE SAD APWD Port Blair
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹42,594
Yes
11 Apr 2022
25 Mar 2022
8 Apr 2022
25 Mar 2022
7 Apr 2022
25 Mar 2022
25 Mar 2022 - 7 Apr 2022
Amount
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
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 m and lift upto 1.5 m.
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 for
Foundations, footings, bases of columns, etc. for mass concrete
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level :
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).
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
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).
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)
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Carriage of earth by mechnical transport from source work site for an average lead of 05 km including loading, unloading and levelling the site as per the direction of Engineer-in-charge.
M/s Premier Steel Industries
T ROBERT KENNEDY
S MUTHUSWAMY
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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