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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 LAccepted-AOC GOA | ₹10.6 L | L1 | Accepted-AOC Accepted Being L1 Bidder |
| 2 | L2₹10.7 L+₹6,127.30 (0.58%)Rejected-Finance H NO 1051 CHODAN MADEL TISWADI GOA | ₹10.7 L+₹6,127.30 (0.58%) | L2 | Rejected-Finance Rejected Being L2 Bidder |
Tender Value
₹12.3 L
EMD Value
₹24,509
Closing Date
14 May 2026, 9:30 amClosed
Executive Engineer DIV VIII ASW PWD Fatorda
Executive Engineer DIV VIII ASW PWD Fatorda
Reconstruction of compound wall, and improvement of parking and common area at Old collectorate building, Margao Constituency.
2026_PWD_29171_1
PWD/Div8/ASW/2001/03/26-27/L5
Open Tender
Civil Works - Buildings
Percentage
60 days
Fatorda
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
Yes
₹24,509
Yes
14 May 2026
11 May 2026
14 May 2026
11 May 2026
14 May 2026
11 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Transportation and
carriage of material by
tripper truck lead beond 5
kms upto 10km. Including
loading, unloding.
(i) Lime, moorum,
Building, rubbish | 70.2 | sq.m | 237 | ₹16,637.4 |
| 2 | Earthwork in excavation
by mechanical means
(hydraulic exca
vator)/manual means in
foundation pipeline
trenches drain (not
exceeding 1.5 m in width
or 10 sq.m. 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 | 2.7 | cu.m | 291 | ₹785.7 |
| 3 | Rubble packing with hard
laterite stone under floors
including watering
ramming and consolidating
etc. in pipeline trenches
and other foundations
complete. | 0.45 | cu.m | 2,211 | ₹994.95 |
| 4 | Providing and laying in
position cement concrete 1:
2:4 (1 cement : 2 coarse
sand: 4 graded granitic or
basaltic stone aggregate 40
m nominal size) excluding
cost of centering shuttering
and finishing :;All works
upto plinth level | 12.15 | cu.m | 6,635 | ₹80,615.25 |
| 5 | Steel work in built up
tubular (round square or
rectangular hollow tubes
etc.) (Square Hollow
Section (SHS) IS4923
/Rectangular Hollow
Section (RHS) IS4923/
Circular Hollow Section
(CHS) IS1161 closed
Structural Steel of (SAIL
TATA. VIZAG JSW
APOLLO Steel Ltd.) make
(Min Yeild Stress 310
Mpa)) trusses etc.
including cutting hoisting
fixing in position and
applying a priming coat of
approved steel primer
including welding and
bolted with special shaped
washers etc. complete. | 1,241.97 | kg | 184 | ₹2,28,522.48 |
| 6 | Steel work in single
sections (SAIL TATA.
VIZAG & using electrodes
of Ador or ES4B or Deh
Secheron make only)
including cutting hoisting
fixing in position and
applying a priming coat of
red lead paint.;In R.S.
joists channels angles tees | 4.73 | qtl | 13,711 | ₹64,853.03 |
| 7 | Painting two or more coats
(excluding priming coat)
with superior quality ready
mixed paint for steel work
of approved brand &
manufacture in all shades
on new work to give an
even shade. | 201.94 | sq.m | 107 | ₹21,607.58 |
| 8 | Providing and fixing G.I.
chain link mesh 6.35cm x
6.35 cm x 10 gauge (2.5” x
2.5” x 10 gauge) fixed with
angle iron posts and struts
by G.I. or M.S. staples at
20cms apart with welding
with the iron posts (placed
at 3 meters centre to
centre) including providing
barbed wire stiffeners
(shall weigh 9.33 kg. per
100 meters minimum) at
top and bottom with
barbed wire stiffers by
binding wires at 50cms
centre to centre complete as per the direction of the
Engineer – in – charge
(angle iron posts struts
earthwork and concrete for
fencing posts and struts to
be paid separately) | 135 | metre | 285 | ₹38,475 |
| 9 | Laterite masonry in neatly
dressed stones for 23 cms
thick masonry walls in c.
m. 1 : 4 (1 cement : 4
coarse sand in foundation
upto plinth level | 15.93 | cu.m | 6,075 | ₹96,774.75 |
| 10 | Extra for laterite masonry
in all sizes in
superstructure from floor I
level upto floor V level. | 15.93 | cu.m | 929 | ₹14,798.97 |
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