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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st Rank₹28.2 LAccepted-Finance | ₹28.2 L | 1st Rank | Accepted-Finance Accept |
| 2 | 2nd Rank₹29.0 L+₹81,294.92 (2.89%)Accepted-Finance | ₹29.0 L+₹81,294.92 (2.89%) | 2nd Rank | Accepted-Finance Accept |
| 3 | 3rd Rank₹29.5 L+₹1.3 L (4.62%)Accepted-Finance | ₹29.5 L+₹1.3 L (4.62%) | 3rd Rank | Accepted-Finance Accept |
| 4 | 4th Rank₹29.7 L+₹1.6 L (5.57%)Accepted-Finance | ₹29.7 L+₹1.6 L (5.57%) | 4th Rank | Accepted-Finance Accept |
| 5 | 5th Rank₹33.2 L+₹5.1 L (18.0%)Accepted-Finance | ₹33.2 L+₹5.1 L (18.0%) | 5th Rank | Accepted-Finance Accept |
Tender Value
₹44.4 L
EMD Value
₹88,753
Closing Date
9 May 2023, 3:00 pmClosed
EE SAD APWD Port Blair
EE SAD APWD Port Blair
Construction of toe wall cum drain from ABC Colony to Nepali Basti
2023_APWD_10149_1
04/EE/SAD/APWD/2023-2024
Open Tender
Civil Works - Others
Item Rate
90 days
EE, SAD, APWD Port Blair
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹88,753
10 May 2023
25 Apr 2023
10 May 2023
25 Apr 2023
9 May 2023
25 Apr 2023
25 Apr 2023 - 9 May 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 :
1:3:6 (1 Cement : 3 coarse sand (zone-III) 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-III) derived from natural sources : 8 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, finishing 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 de rived 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, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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.
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)
Providing and fixing 75mm dia PVC weep hole as per the direction of Engineer-in-charge.
Supplying and filling of stone boulder 150 mm for filter media as per the direction of Engineer-in-Charge.
A Palswamy
M/s Jas Construction
S MUTHUSWAMY
T ROBERT KENNEDY
M/s V ALAGAR SAMY & SONS
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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