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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st Rank₹65.4 LAccepted-Finance | 1st Rank | Accepted-Finance Accept | |
| 2 | 2nd Rank₹66.7 L+₹1.2 L (1.84%)Accepted-Finance | 2nd Rank | Accepted-Finance Accept | |
| 3 | 3rd Rank₹77.2 L+₹11.8 L (18.0%)Accepted-Finance 9 EZRA STREET KOLKATA 700 001 | KOLKATA | KOLKATA | WEST BENGAL | 700001 | 3rd Rank | Accepted-Finance Accept | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-Criteria not fulfilled. | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-Criteria not fulfilled. |
Tender Value
₹86.4 L
EMD Value
₹1.7 L
Closing Date
28 Mar 2023, 3:00 pmClosed
EE SAD APWD Port Blair
EE SAD APWD Port Blair
Reconstruction of damaged RCC retaining wall in between Carbyn s Cove parking junction to backside of Peerless Hotel for a length of 85.00 Mtrs and a height of 3.00 Mtr including CC drain
2023_APWD_9747_1
60/EE/SAD/APWD/2022-23
Open Tender
Civil Works - Others
Item Rate
180 days
EE, SAD, APWD Port Blair
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.7 L
4 Apr 2023
15 Mar 2023
29 Mar 2023
15 Mar 2023
28 Mar 2023
15 Mar 2023
15 Mar 2023 - 28 Mar 2023
Amount
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 lift upto 1.5 m, 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, 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 :
1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
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 :
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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).
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete.
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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.
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.
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)
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Providing & Fixing 75 mm dia PVC weep hole as per the direction of Engineer-in-Charge.
Supplying and filling of sonte boulder 150 mm for filter media as per the direction of Engineer-in-charge in all complete.
T ROBERT KENNEDY
Prasur Electricals and Engineering Company
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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