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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-AOC | L1 | Accepted-AOC Low Quoted | |
| 2 | L2₹6.0 L+₹32,859.30 (5.81%)Rejected-AOC | L2 | Rejected-AOC High Quoted | |
| 3 | L3₹6.3 L+₹69,177.15 (12.2%)Rejected-AOC | L3 | Rejected-AOC High Quoted | |
| 4 | L4₹7.1 L+₹1.5 L (26.2%)Rejected-AOC GOVT CONTRACTOR 1 32 MOHAMMED HOUSE 23 JIRGATANG SOUTH ANDAMAN PIN 744206 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744206 | L4 | Rejected-AOC High Quoted | |
| 5 | L5₹7.3 L+₹1.6 L (28.9%)Rejected-AOC RANGAT MIDDLE ANDAMAN | L5 | Rejected-AOC High Quoted |
Tender Value
₹9.3 L
EMD Value
₹18,584
Closing Date
27 Jun 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 Volley Ball court near Water Tank at Port Mout under Chouldari Gram Panchayat.
2022_RDPRI_6230_1
EE/PRI/SAD-I/GEN/2021-22/1151
Open Tender
Civil Works - Others
Works
120 days
Chouldari
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Executive Engineer, GPPS
₹18,584
4 Mar 2023
14 Jun 2022
27 Jun 2022
15 Jun 2022
27 Jun 2022
15 Jun 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
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) : 8 graded stone aggregate 40 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 20 mm nominal size).
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain windowsills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:
1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Foundations, footings, bases of columns, etc. for mass concrete
Retaining walls, return walls, walls (any thickness) including attached pilasters, butteresses, plinth and string courses fillets, kerbs and steps etc.
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Finishing walls with water proofing cement paint of required shade:
New work (Two or more coats applied @ 3.84 kg/10 sqm)
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
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
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 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
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.
M/s V M K CONSTRUCTION
A SAMSUDDIN
Haneefa Constructions
RAM CHANDRA MONDAL
CRESCENT CONSTRUCTION
B BAU RAO
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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