Goa

AOC

Works

Civil Works

Improvement of existing pathways and road at Marivel Village Dona Paula, in ward no.1

CORPORATION OF THE CITY OF PANAJI

Panaji | North Goa, Goa

Amount: ₹26.5 LCloses: 14 Feb 2026Closed

Timeline

Published4 Feb 2026
Closed14 Feb 2026
Technical Evaluation7 Apr 2026
Awarded28 Jul 2026

Bids

Percentage

2 Bids28 Jul 2026

#	Company	Amount	Rank	Status
1	MAIBOOB ATTAR L1₹27.8 LAccepted-AOC A 3 NEAR GRP QUARTERS ALTINHO PANAJI GOA	₹27.8 L	L1	Accepted-AOC L1 Bidder
2	shailesh virnodkar L2₹28.0 L+₹18,801.54 (0.68%)Rejected-Finance H NO 141 CHINCHWADA CHIMBEL NORTH GOA	₹28.0 L+₹18,801.54 (0.68%)	L2	Rejected-Finance L2 Bidder

Tender Value

₹26.5 L

EMD Value

₹52,962

Closing Date

14 Feb 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Commissioner

Address

Office of the Commissioner , Corporation of the City of Panaji, Panaji Goa

Work Description

Improvement of existing pathways and road at Marivel Village Dona Paula, in ward no.1

Tender Information

Tender ID

2026_COCP_27570_1

Reference Number

F10/CCP/TECH/TEND/25-26/8743 L1

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

180 days

Location

Panaji

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredTender notice (.pdf)

RequiredForm 6 (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹6,000

EMD Fee Amount

₹52,962

Important Dates

Last Activity

28 Jul 2026

Published

4 Feb 2026

Bid Opening

16 Feb 2026

Download Starts

4 Feb 2026

Download Ends

14 Feb 2026

Submission Starts

4 Feb 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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.

BoQ1 (15 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Cutting of road surface for trenches and disposing the excavated stuff including barricading and lighting guarding and stacking serviceable and unservicable material in
1.01	Asphalt road	312.4	m2	230	₹71,852
2	Cleaning of the existing black topped surface with brooms, soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. etc. complete	360	m2	6	₹2,160
3Providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRT&H specifications clause 503.
3.01	Bitumen 80/100@ 0.375 kg/sq.m	360	m2	29	₹10,440
4	Providing and laying 50mm(consolidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513.	360	m2	631	₹2,27,160
5	Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead.	17.7	m3	1,122	₹19,859.4
6Earthwork 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:
6.01	Ordinary soil	757.85	m2	48	₹36,376.8
7Earthwork in excavation by mechanical means (hydraulic excavator)/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.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.60 MB

Tendernotice_2.pdf

PDF • 0.62 MB

Work Item Documents

BOQ_28016.xls

BOQ • 0.36 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

MAIBOOB ATTAR

L1₹27.8 LAccepted-AOC

A 3 NEAR GRP QUARTERS ALTINHO PANAJI GOA

shailesh virnodkar

L2₹28.0 L+₹18,801.54 (0.68%)Rejected-Finance

H NO 141 CHINCHWADA CHIMBEL NORTH GOA

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Cutting of road surface for trenches and disposing the excavated stuff including barricading and lighting guarding and stacking serviceable and unservicable material in
1.01	Asphalt road	312.4	m2	230	₹71,852
2	Cleaning of the existing black topped surface with brooms, soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. etc. complete	360	m2	6	₹2,160
3Providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRT&H specifications clause 503.
3.01	Bitumen 80/100@ 0.375 kg/sq.m	360	m2	29	₹10,440
4	Providing and laying 50mm(consolidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513.	360	m2	631	₹2,27,160
5	Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead.	17.7	m3	1,122	₹19,859.4
6Earthwork 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:
6.01	Ordinary soil	757.85	m2	48	₹36,376.8
7Earthwork in excavation by mechanical means (hydraulic excavator)/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.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Cutting of road surface for trenches and disposing the excavated stuff including barricading and lighting guarding and stacking serviceable and unservicable material in

1.01

Asphalt road

312.4

230

₹71,852

Cleaning of the existing black topped surface with brooms, soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. etc. complete

360

₹2,160

3Providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRT&H specifications clause 503.

3.01

Bitumen 80/100@ 0.375 kg/sq.m

360

₹10,440

Providing and laying 50mm(consolidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513.

360

631

₹2,27,160

Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead.

17.7

1,122

₹19,859.4

6Earthwork 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:

6.01

Ordinary soil

757.85

₹36,376.8

7Earthwork in excavation by mechanical means (hydraulic excavator)/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.