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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st Rank₹37.4 LAccepted-Finance | 1st Rank | Accepted-Finance Accept | |
| 2 | 2nd Rank₹38.0 L+₹59,240 (1.58%)Accepted-Finance | 2nd Rank | Accepted-Finance Accept | |
| 3 | 3rd Rank₹39.7 L+₹2.3 L (6.13%)Accepted-Finance | 3rd Rank | Accepted-Finance Accept | |
| 4 | 4th Rank₹40.9 L+₹3.5 L (9.39%)Accepted-Finance GARACHARMA POST SRI VIJAYA PURAM PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | 4th Rank | Accepted-Finance Accept | |
| 5 | 5th Rank₹44.0 L+₹6.6 L (17.6%)Accepted-Finance | 5th Rank | Accepted-Finance Accept |
Tender Value
₹46.7 L
EMD Value
₹93,427
Closing Date
19 Apr 2022, 3:00 pmClosed
EE SAD APWD Port Blair
EE SAD APWD Port Blair
Construction of RCC retaining wall of 3 mtr for a length of 30 mtr in front of Tirupathi House and 25 mtr in front of Nagalaulmi House 235 Mtr Pushpawathi House at Attam Pahad main road side
2022_APWD_5473_1
25/EE/SAD/APWD/2021-22
Open Tender
Civil Works - Others
Works
240 days
EE SAD APWD Port Blair
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹93,427
22 Apr 2022
31 Mar 2022
20 Apr 2022
31 Mar 2022
19 Apr 2022
31 Mar 2022
31 Mar 2022 - 19 Apr 2022
Amount
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
All kinds of soil
Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m :
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
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): 6 graded stone aggregate 40 mm nominal size)
1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 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 for
Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses 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): 3 graded stone aggregate 20 mm nominal size)
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) : 3 graded stone aggregate 20 mm nominal size)
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) : 3 graded stone aggregate 20 mm nominal size).
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)
Supplying and stacking at site.
90 mm to 45 mm size stone aggregate
63 mm to 45 mm size stone aggregate
53 mm to 22.4 mm size stone aggregate
Stone screening 13.2 mm nominal size (Type A)
Stone screening 11.2 mm nominal size (Type B)
Moorum
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
Supplying and filling of boulder for filter media as per the direction of Engineer-in-charge in all complete
Providing and fixing 75m dia PVC weep hole as per direction of Engineer-in-Charge
A P HUSAINAR
M/S A R CONSTRUCTION
M/s Premier Steel Industries
M K S CONSTRUCTION
Prasur Electricals and Engineering Company
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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