Andaman Nicobar

Financial BO

Works

Civil Works - Buildings

Construction of Bus Stand near Makhan Halder in front of Sub Centre-II ward No. 08 under Gram Panchayat, Ramnagar.

DIRECTORATE OF RD PRIS and ULBS

Ramnagar | North And Middle Andaman, Andaman And Nicobar Islands

Amount: ₹5.6 LCloses: 24 Jun 2026Closed

Timeline

Published18 Jun 2026
Closed24 Jun 2026
Technical Evaluation25 Jun 2026
Financial Evaluation25 Jun 2026
Award—

Bids

Item Rate

2 Bids25 Jun 2026

#	Company	Amount	Rank	Status
1	YUG CIVIL CONSTRUCTION AND ELECTRICAL COOPERATIVE SOCIETY LIMITED L1₹4.5 LAdmitted-Finance	₹4.5 L	L1	Admitted-Finance
2	RANJIT BAROI L2₹4.8 L+₹25,111.70 (5.57%)Admitted-Finance	₹4.8 L+₹25,111.70 (5.57%)	L2	Admitted-Finance

BoQ Comparative

Line Items (26)

Sl No	Description	Qty	Unit	RANJIT BAROI L2	YUG CIVIL CONSTRUCTION AND ELECTRICAL COOPERATIVE SOCIETY LIMITED L1
1.00Earth 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.
1.01	All kinds of soil.	12.5	cum	400 ₹5,001.2	321 ₹4,013.46 Lowest
2.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
2.01	1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	1.19	cum	9,850 ₹11,731.35 Lowest	9,890 ₹11,778.99
2.02	1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)	3.09	cum	11,000 ₹34,034	10,985 ₹33,987.59 Lowest
3.00	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 upto 50 m and lift upto 1.5 m.	4.32	cum	200 ₹863.8 Lowest	220 ₹950.18
4.00	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.	0.91	cum	5,000 ₹4,545 Lowest	5,000 ₹4,545 Lowest
5.00Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
5.01	1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	3.27	cum	12,500 ₹40,862.5 Lowest	14,550 ₹47,563.95
6.00	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinthlevel up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).	1.53	cum	13,000 ₹19,877 Lowest	14,300 ₹21,864.7

Tender Value

₹5.6 L

EMD Value

₹11,270

Closing Date

24 Jun 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer PRI NMA Mayabunder

Address

Office of Executive Engineer PRI NMA Mayabunder

Work Description

Construction of Bus Stand near Makhan Halder in front of Sub Centre-II ward No. 08 under Gram Panchayat, Ramnagar.

Tender Information

Tender ID

2026_RDPRI_23413_1

Reference Number

46/EE/PRI/NMA/MB/26-2027

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Works

Period of Work

120 days

Location

Ramnagar

Source Website

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Eligibility / Pre-Qualification

Refer Tender Document

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredScan copy of EMD and Tender Fee (.pdf)

RequiredProof of documents for Experience/Magnitude of work as mentioned in notice (.pdf)

RequiredAffidavit as per clause 1.2.2 of CPWD 6 shall be submitted on latter Pad. (.pdf)

RequiredCertificate of Registration for GST and shall be active as on due date of opening of bid. (.pdf)

Finance

RequiredPrice Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

Executive Engineer PRI NMA Mayabunder

EMD Fee Amount

₹11,270

Important Dates

Last Activity

25 Jun 2026

Published

18 Jun 2026

Bid Opening

24 Jun 2026

Download Starts

18 Jun 2026

Download Ends

24 Jun 2026

Submission Starts

18 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (22 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth 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.
1.01	All kinds of soil.	-	cum	-	-
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
2.01	1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	-	cum	-	-
2.02	1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)	1	cum	-	-
3	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 upto 50 m and lift upto 1.5 m.	1	cum	-	-
4Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
5Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
5.01	1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-
6	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinthlevel up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).	1	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 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

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.81 MB

Work Item Documents

Tenderdocument46.pdf

Tender Documents • 2.14 MB

BOQ_24824.xls

BOQ • 0.30 MB

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Company

YUG CIVIL CONSTRUCTION AND ELECTRICAL COOPERATIVE SOCIETY LIMITED

L1₹4.5 LAdmitted-Finance

RANJIT BAROI

L2₹4.8 L+₹25,111.70 (5.57%)Admitted-Finance

Sl No	Description	Qty	Unit	RANJIT BAROI L2	YUG CIVIL CONSTRUCTION AND ELECTRICAL COOPERATIVE SOCIETY LIMITED L1
1.00Earth 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.
1.01	All kinds of soil.	12.5	cum	400 ₹5,001.2	321 ₹4,013.46 Lowest
2.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
2.01	1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	1.19	cum	9,850 ₹11,731.35 Lowest	9,890 ₹11,778.99
2.02	1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)	3.09	cum	11,000 ₹34,034	10,985 ₹33,987.59 Lowest
3.00	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 upto 50 m and lift upto 1.5 m.	4.32	cum	200 ₹863.8 Lowest	220 ₹950.18
4.00	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.	0.91	cum	5,000 ₹4,545 Lowest	5,000 ₹4,545 Lowest
5.00Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
5.01	1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	3.27	cum	12,500 ₹40,862.5 Lowest	14,550 ₹47,563.95
6.00	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinthlevel up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).	1.53	cum	13,000 ₹19,877 Lowest	14,300 ₹21,864.7

Sl No

Description

Qty

Unit

RANJIT BAROI

YUG CIVIL CONSTRUCTION AND ELECTRICAL COOPERATIVE SOCIETY LIMITED

1.00Earth 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.

1.01

All kinds of soil.

12.5

cum

400

₹5,001.2

321

₹4,013.46

Lowest

2.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

2.01

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

1.19

cum

9,850

₹11,731.35

Lowest

9,890

₹11,778.99

2.02

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)

3.09

cum

11,000

₹34,034

10,985

₹33,987.59

Lowest

3.00

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 upto 50 m and lift upto 1.5 m.

4.32

cum

200

₹863.8

Lowest

220

₹950.18

4.00

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

0.91

cum

5,000

₹4,545

Lowest

5,000

₹4,545

Lowest

5.00Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

5.01

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

3.27

cum

12,500

₹40,862.5

Lowest

14,550

₹47,563.95

6.00

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinthlevel up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

1.53

cum

13,000

₹19,877

Lowest

14,300

₹21,864.7

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth 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.
1.01	All kinds of soil.	-	cum	-	-
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
2.01	1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	-	cum	-	-
2.02	1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)	1	cum	-	-
3	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 upto 50 m and lift upto 1.5 m.	1	cum	-	-
4Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
5Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
5.01	1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-
6	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinthlevel up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).	1	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth 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.

1.01

All kinds of soil.

cum

2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

2.01

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

cum

2.02

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)

cum

4Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

5Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

5.01

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

cum