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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC | L1 | Accepted-AOC Low Quoted | |
| 2 | L2₹9.5 L+₹1.4 L (17.7%)Rejected-AOC 132 MG ROAD GOAL GHAR PORT BLAIR PIN 744103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L2 | Rejected-AOC High Quoted | |
| 3 | L3₹9.7 L+₹1.7 L (20.8%)Rejected-AOC | L3 | Rejected-AOC High Quoted | |
| 4 | L4₹12.2 L+₹4.1 L (51.2%)Rejected-AOC | L4 | Rejected-AOC High Quoted |
Tender Value
₹13.8 L
EMD Value
₹27,569
Closing Date
14 Mar 2023, 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 C C Road from main road to Kalitara house via Adhir Das house, Sudhir Das house and Sitarani Das Wandoor Ward No. 01 under Wandoor Gram Panchayat.
2023_RDPRI_9585_1
EE/PRI/SAD-I/RR/2022-23/123
Open Tender
Civil Works - Others
Works
120 days
Wandoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹27,569
26 May 2023
1 Mar 2023
14 Mar 2023
2 Mar 2023
14 Mar 2023
2 Mar 2023
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.
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)
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
Foundations, footings, bases of columns, etc. for mass concrete
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
Carriage of earth by mechanical transport including loading unloading for an average lead of 5.00 KM.
CRESCENT CONSTRUCTION
SHUVAM CONSTRUCTION
Rahul Mandal
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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