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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 LAccepted-AOC | L1 | Accepted-AOC Low Quoted | |
| 2 | L2₹11.0 L+₹61,245 (5.90%)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₹11.1 L+₹67,274 (6.48%)Rejected-AOC RANGAT MIDDLE ANDAMAN | L3 | Rejected-AOC High Quoted | |
| 4 | L4₹11.3 L+₹87,518 (8.43%)Rejected-AOC | L4 | Rejected-AOC High Quoted | |
| 5 | L5₹12.1 L+₹1.7 L (16.4%)Rejected-AOC | L5 | Rejected-AOC High Quoted |
Tender Value
₹14.1 L
EMD Value
₹28,266
Closing Date
2 Aug 2022, 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 Toe Wall at back side from 27A South to 25B South at Ward No. 08 under Bambooflat-II Gram Panchayat.
2022_RDPRI_6693_1
EE/PRI/SAD-I/RR/21-22/1131
Open Tender
Civil Works - Others
Works
90 days
Bambooflat-II
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Executive Engineer, GPPS
₹28,266
30 Sept 2022
20 Jul 2022
2 Aug 2022
21 Jul 2022
2 Aug 2022
21 Jul 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
Felling trees of the girth (measured at a height of 1m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
Beyond 60 cm girth upto and including 120 cm girth
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): 6 graded stone aggregate 40 mm nominal size).
Centring and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete.
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
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
Providing weep holes of size 50 mm dia with 50 mm dia PVC pipe including fitting fixing withgratings 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
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.
CRESCENT CONSTRUCTION
RAM CHANDRA MONDAL
KMS CONSTRUCTION
M/s JARE CONSTRUCTION
A J ENTERPRISES
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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