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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st Rank₹34.0 LAccepted-Finance | 1st Rank | Accepted-Finance Accept | |
| 2 | 2nd Rank₹37.6 L+₹3.6 L (10.7%)Accepted-Finance | 2nd Rank | Accepted-Finance Accept | |
| 3 | 3rd Rank₹39.1 L+₹5.1 L (15.0%)Accepted-Finance | 3rd Rank | Accepted-Finance Accept | |
| 4 | 4th Rank₹39.4 L+₹5.4 L (15.9%)Accepted-Finance | 4th Rank | Accepted-Finance Accept | |
| 5 | 5th Rank₹39.6 L+₹5.6 L (16.6%)Accepted-Finance GARACHARMA POST SRI VIJAYA PURAM PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | 5th Rank | Accepted-Finance Accept |
Tender Value
₹45.9 L
EMD Value
₹91,780
Closing Date
7 Apr 2022, 3:00 pmClosed
EE SAD APWD Port Blair
EE SAD APWD Port Blair
Re-Construction of existing damaged drain at Lamba line, Port Blair
2022_APWD_5423_1
22/EE/SAD/APWD/2021-22
Open Tender
Construction Works
Works
180 days
EE SAD APWD Port Blair
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹91,780
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 :
1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)`
Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases for columns
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the 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 RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Trated 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)
Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required.
bituminous portion
Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :
500 mm dia pipe
Providing and fixing 75mm dia PVC wheep hole as per the direction of Engineer-in-charge.
ARJUN MANDAL
A MANICKAM AND SONS
M/S A R CONSTRUCTION
M/s Premier Steel Industries
AG Construction
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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