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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAccepted-AOC GOA GOA | ₹9.2 L | L1 | Accepted-AOC Accepted Being L1 Bidder |
| 2 | L2₹10.0 L+₹76,914.83 (8.34%)Rejected-Finance GOA | ₹10.0 L+₹76,914.83 (8.34%) | L2 | Rejected-Finance Rejected Being L2 Bidder |
Tender Value
₹9.6 L
EMD Value
₹19,109
Closing Date
21 May 2026, 9:30 amClosed
Executive Engineer DIV VIII ASW PWD Fatorda
Executive Engineer DIV VIII ASW PWD Fatorda
Construction of sheds for chapel and Hanuman temple at Calconda, Margao in Margao constituency (Re-Tender).
2026_PWD_29272_1
PWD/Div8/ASW/2001/04/26-27/L4
Open Tender
Civil Works - Buildings
Percentage
80 days
Fatorda
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
Yes
₹19,109
Yes
21 May 2026
18 May 2026
21 May 2026
18 May 2026
21 May 2026
18 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 | Demolishing laterite stone
masonry in cement mortar
including stacking of
serviceable material &
disposal of unserviceable
material within 50 mts.
lead. | 8.33 | cu.m | 1,136 | ₹9,462.88 |
| 2 | Dismantling G.I. sheets
roofing including ridges
hips valleys and gutters
etc. and stacking the
material within 50 meters
lead. | 12.62 | sq.m | 78 | ₹984.36 |
| 3 | Dismantling doors
windows and clearestory
windows (steel or wood)
shutters including
chowkhats architrave
holdfast etc. complete and
staking within 50 mt. Lead;
Of area 3 sq.m. and below | 2 | each | 206 | ₹412 |
| 4 | Dismantling the tile work
in floors and roofs laid in
cement including stacking
of materials within 50
meters lead for thickness
of tiles 10mm to 25mm. | 12.62 | sq.m | 330 | ₹4,164.6 |
| 5 | 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 | 45.6 | cu.m | 291 | ₹13,269.6 |
| 6 | Earthwork in surface
excavation not exceeding
30 cm depth(but exceeding
1.5 m width as well as 10
sq.m on plan) including
disposal of excavated earth
beyond work site for all
leads lift disposed earth to
be leveled and neatly
dressed in:;Hard soil | 119 | sq.m | 66 | ₹7,854 |
| 7 | Rubble packing with hard
laterite stone under floors
including watering
ramming and consolidating
etc. in pipeline trenches
and other foundations
complete. | 32.82 | cu.m | 2,211 | ₹72,565.02 |
| 8 | 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 | 28.31 | cu.m | 6,635 | ₹1,87,836.85 |
| 9 | Laterite masonry in neatly
dressed stones of size as
specified in cement mortar
1: 4 (1 cement : 4 coarse
sand) in foundation and
basement. | 17.57 | cu.m | 5,186 | ₹91,118.02 |
| 10 | Refilling the p
ipeline/foundat
ion trenches plinth sides
foundation etc. with
available excavated earth
in layers not exceeding 20
cm depth consolidating
each layer ramming and
watering lead upto 50 M
and all lifts and disposal of
surplus earth as directed by
Engineer in Charge. | 20.74 | cu.m | 245 | ₹5,081.3 |
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