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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹9.9 L+₹75,679.75 (8.27%)Rejected-AOC RANGAT MIDDLE ANDAMAN | L2 | Rejected-AOC High Quoted | |
| 3 | L3₹10.5 L+₹1.4 L (14.8%)Rejected-AOC | L3 | Rejected-AOC High Quoted | |
| 4 | L4₹10.7 L+₹1.6 L (17.0%)Rejected-AOC | L4 | Rejected-AOC High Quoted | |
| 5 | L5₹11.0 L+₹1.8 L (20.0%)Rejected-AOC | L5 | Rejected-AOC High Quoted |
Tender Value
₹12.2 L
EMD Value
₹24,312
Closing Date
29 Sept 2020, 3:00 pmClosed
Executive Engineer
Executive Engineer (PRI) South Andaman Division-I No. J/4, Old Councilor Bungalow Junglighat, Port Blair, South Andaman
Construction of CC Road from Peter Barla house to end of the road via Bisram house at Rangachang Ward No. 01 (200 mtrs) under Gram Panchayat Beodnabad.
2020_RDPRI_997_1
EE/PRI/SAD-I/RR/20-21/1033
Open Tender
Civil Works - Roads
Works
240 days
Beodnabad
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Executive Engineer GPPS
₹24,312
4 Jan 2021
14 Sept 2020
29 Sept 2020
14 Sept 2020
29 Sept 2020
15 Sept 2020
Amount
Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm 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 or filling up ground depressions, 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 :
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
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).
Cement concrete pavement with 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete.
Centering and shuttering including strutting, propping etc. and removal of form for all height:
Foundations, footings, bases of columns, etc. for mass concrete.
Providing weep holes of size 50 mm dia with 50 mm dia P.V.C pipe including fitting fixing with grattings of requisite dia slope 1:20 towards drainage surface including packing with well graded stone metal filter of approved quality in the holes as per direction of the Engineer-in-charge.
50 mm dia PVC pipe
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.
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) : 3 graded stone aggregate 20 mm nominal size).
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
RAM CHANDRA MONDAL
QUADER
SARAVANA BUILDERS
N HANEEFA
SHARDA CONSTRUCTION
S Kannan
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid
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