Andaman Nicobar

Financial BO

Works

Civil Works - Others

Repair and Maintenance of CC footpath from village road to Hariban Biswas house to ward no. 05 under Gram Panchayat, Kadamtala.

DIRECTORATE OF RD PRIS and ULBS

Kadamtala | North And Middle Andaman, Andaman And Nicobar Islands

Amount: ₹9.9 LCloses: 31 Mar 2026Closed

Timeline

Published20 Mar 2026
Closed31 Mar 2026
Technical Evaluation1 Apr 2026
Financial Evaluation1 Apr 2026
Award—

Bids

Item Rate

3 Bids1 Apr 2026

#	Company	Amount	Rank	Status
1	K BABU L1₹7.9 LAdmitted-Finance	₹7.9 L	L1	Admitted-Finance
2	SUBHASH CHANDRA MONDAL L2₹8.0 L+₹8,247.14 (1.04%)Admitted-Finance	₹8.0 L+₹8,247.14 (1.04%)	L2	Admitted-Finance
3	LAKIH KANTA BALA Not Admitted-Fee/PreQual/Technical	-	-	Not Admitted-Fee/PreQual/Technical Others-technical bid is rejected due to pay address of EMD written only Gram Panchayat Kadamtala instead of The Pradhan, Gram Panchayat Kadamtala hence not accepted.

BoQ Comparative

Line Items (12)

Sl No	Description	Qty	Unit	K BABU L1	SUBHASH CHANDRA MONDAL L2
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.	32.02	cum	150 ₹4,802.4 Lowest	200 ₹6,403.2
2.00	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 up to 50 m and lift upto 1.5 m.	27.2	cum	140 ₹3,808	90 ₹2,448 Lowest
3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
3.01	1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natura sources : 8 graded stone aggregate 40 mm nominal size derived from natura sources)	1.25	cum	10,800 ₹13,478.4	9,500 ₹11,856 Lowest
3.02	1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 20 mm nominal size derived from natura sources)	18.71	cum	11,000 ₹2,05,865	10,200 ₹1,90,893 Lowest
3.03	1:2:4 (1 Cement : 2 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size derived from natura sources)	20.38	cum	11,600 ₹2,36,361.6 Lowest	11,600 ₹2,36,361.6 Lowest
4.00Providing 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 :
4.01	1:2:4 (1 Cement : 2 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size derived from natura sources)	9	cum	11,000 ₹99,000 Lowest	11,500 ₹1,03,500
5.00	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 plinth level 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).	1.49	Cum	13,000 ₹19,305 Lowest	14,300 ₹21,235.5

Tender Value

₹9.9 L

EMD Value

₹19,782

Closing Date

31 Mar 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer PRI NMA Mayabunder

Address

Office of Executive Engineer PRI NMA Mayabunder

Work Description

Repair and Maintenance of CC footpath from village road to Hariban Biswas house to ward no. 05 under Gram Panchayat, Kadamtala.

Tender Information

Tender ID

2026_RDPRI_22463_1

Reference Number

209/EE/PRI/NMA/MB/25-2026

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Works

Period of Work

90 days

Location

Kadamtala

Source Website

Subscribe to view

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

₹19,782

Important Dates

Last Activity

1 Apr 2026

Published

20 Mar 2026

Bid Opening

31 Mar 2026

Download Starts

20 Mar 2026

Download Ends

31 Mar 2026

Submission Starts

20 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (10 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.	1	cum	-	-
2	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.	1	cum	-	-
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
3.01	1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natura sources : 8 graded stone aggregate 40 mm nominal size derived from natura sources)	-	cum	-	-
3.02	1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 20 mm nominal size derived from natura sources)	1	cum	-	-
3.03	1:2:4 (1 Cement : 2 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size derived from natura sources)	-	cum	-	-
4Providing 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 :
4.01	1:2:4 (1 Cement : 2 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size derived from natura sources)	-	cum	-	-
5Reinforced 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 plinth level 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).

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

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 • 1.35 MB

Work Item Documents

Tenderdocument209.pdf

Tender Documents • 2.13 MB

BOQ_23790.xls

BOQ • 0.29 MB

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Company

K BABU

L1₹7.9 LAdmitted-Finance

SUBHASH CHANDRA MONDAL

L2₹8.0 L+₹8,247.14 (1.04%)Admitted-Finance

LAKIH KANTA BALA

Not Admitted-Fee/PreQual/Technical

Sl No	Description	Qty	Unit	K BABU L1	SUBHASH CHANDRA MONDAL L2
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.	32.02	cum	150 ₹4,802.4 Lowest	200 ₹6,403.2
2.00	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 up to 50 m and lift upto 1.5 m.	27.2	cum	140 ₹3,808	90 ₹2,448 Lowest
3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
3.01	1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natura sources : 8 graded stone aggregate 40 mm nominal size derived from natura sources)	1.25	cum	10,800 ₹13,478.4	9,500 ₹11,856 Lowest
3.02	1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 20 mm nominal size derived from natura sources)	18.71	cum	11,000 ₹2,05,865	10,200 ₹1,90,893 Lowest
3.03	1:2:4 (1 Cement : 2 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size derived from natura sources)	20.38	cum	11,600 ₹2,36,361.6 Lowest	11,600 ₹2,36,361.6 Lowest
4.00Providing 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 :
4.01	1:2:4 (1 Cement : 2 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size derived from natura sources)	9	cum	11,000 ₹99,000 Lowest	11,500 ₹1,03,500
5.00	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 plinth level 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).	1.49	Cum	13,000 ₹19,305 Lowest	14,300 ₹21,235.5

Sl No

Description

Qty

Unit

K BABU

SUBHASH CHANDRA MONDAL

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.

32.02

cum

150

₹4,802.4

Lowest

200

₹6,403.2

2.00

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 up to 50 m and lift upto 1.5 m.

27.2

cum

140

₹3,808

₹2,448

Lowest

3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

3.01

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

1.25

cum

10,800

₹13,478.4

9,500

₹11,856

Lowest

3.02

1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 20 mm nominal size derived from natura sources)

18.71

cum

11,000

₹2,05,865

10,200

₹1,90,893

Lowest

3.03

1:2:4 (1 Cement : 2 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size derived from natura sources)

20.38

cum

11,600

₹2,36,361.6

Lowest

11,600

₹2,36,361.6

Lowest

4.00Providing 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 :

4.01

1:2:4 (1 Cement : 2 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size derived from natura sources)

cum

11,000

₹99,000

Lowest

11,500

₹1,03,500

5.00

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 plinth level 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).

1.49

Cum

13,000

₹19,305

Lowest

14,300

₹21,235.5

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.	1	cum	-	-
2	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.	1	cum	-	-
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
3.01	1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natura sources : 8 graded stone aggregate 40 mm nominal size derived from natura sources)	-	cum	-	-
3.02	1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 20 mm nominal size derived from natura sources)	1	cum	-	-
3.03	1:2:4 (1 Cement : 2 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size derived from natura sources)	-	cum	-	-
4Providing 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 :
4.01	1:2:4 (1 Cement : 2 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size derived from natura sources)	-	cum	-	-
5Reinforced 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 plinth level 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).

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

3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

3.01

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

cum

3.02

1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 20 mm nominal size derived from natura sources)

cum

3.03

1:2:4 (1 Cement : 2 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size derived from natura sources)

cum

4Providing 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 :

4.01

1:2:4 (1 Cement : 2 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size derived from natura sources)

cum

5Reinforced 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 plinth level 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).