Andaman Nicobar

Financial BO

Works

Civil Works - Buildings

Construction of Segregation Shed for SWM under Bambooflat-II Gram Panchayat.

DIRECTORATE OF RD PRIS and ULBS

Bambooflat-II | South Andamans, Andaman And Nicobar Islands

Amount: ₹8.9 LCloses: 8 May 2026Closed

Timeline

Published27 Apr 2026
Closed8 May 2026
Technical Evaluation13 May 2026
Financial Evaluation13 May 2026
Award—

Bids

Item Rate

5 Bids13 May 2026

#	Company	Amount	Rank	Status
1	M/s V M K CONSTRUCTION L1₹6.7 LAdmitted-Finance	₹6.7 L	L1	Admitted-Finance
2	SARASWATHI CONSTRUCTIONS L2₹6.9 L+₹20,566.86 (3.07%)Admitted-Finance	₹6.9 L+₹20,566.86 (3.07%)	L2	Admitted-Finance
3	M Mohammed Aslam L3₹7.1 L+₹35,228.51 (5.26%)Admitted-Finance	₹7.1 L+₹35,228.51 (5.26%)	L3	Admitted-Finance
4	P KESAVAN L4₹7.8 L+₹1.1 L (15.9%)Admitted-Finance	₹7.8 L+₹1.1 L (15.9%)	L4	Admitted-Finance
5	H Abbas L5₹8.3 L+₹1.6 L (23.8%)Admitted-Finance	₹8.3 L+₹1.6 L (23.8%)	L5	Admitted-Finance

BoQ Comparative

Line Items (25)

Sl No	Description	Qty	Unit	P KESAVAN L4	M/s V M K CONSTRUCTION L1	M Mohammed Aslam L3	SARASWATHI CONSTRUCTIONS L2	H Abbas L5
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.	11.8	cum	350 ₹4,130	200 ₹2,360 Lowest	300 ₹3,540	300 ₹3,540	400 ₹4,720
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.	10.5	cum	250 ₹2,625	100 ₹1,050 Lowest	200 ₹2,100	200 ₹2,100	350 ₹3,675
3.00Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
3.01	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)ces)	4.65	cum	9,100 ₹42,315	7,500 ₹34,875 Lowest	8,500 ₹39,525	8,200 ₹38,130	9,000 ₹41,850
3.02	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)	4.54	cum	8,600 ₹39,044	7,000 ₹31,780 Lowest	8,000 ₹36,320	8,000 ₹36,320	8,500 ₹38,590
4.00	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.	15.84	sqm	600 ₹9,504 Lowest	650 ₹10,296	900 ₹14,256	800 ₹12,672	1,200 ₹19,008
5.00Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto 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)	5.27	cum	9,800 ₹51,646	8,500 ₹44,795 Lowest	11,000 ₹57,970	10,200 ₹53,754	10,000 ₹52,700
6.00Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :

Tender Value

₹8.9 L

EMD Value

₹17,824

Closing Date

8 May 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer (PRI) South Andaman Division-I No. J/4, Old Councilor Bungalow, Junglighat, Sri Vijaya Puram, South Andaman

Work Description

Construction of Segregation Shed for SWM under Bambooflat-II Gram Panchayat.

Tender Information

Tender ID

2026_RDPRI_22844_1

Reference Number

EE/PRI/SAD-I/GEN/26-27/26

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Works

Period of Work

120 days

Location

Bambooflat-II

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredScanned copy of Tender Fees (.pdf)

RequiredScanned copy of EMD (.pdf)

RequiredScanned copy of Affidavit as per clause 1.2 of CPWD 6 (.pdf)

RequiredScanned copy of Certificate of experience of work (.pdf)

RequiredScanned copy of GST Registration Certificate (.pdf)

RequiredScanned copy of PAN Card (.pdf)

Finance

RequiredFinancial Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

Executive Engineer, GPPS

EMD Fee Amount

₹17,824

Important Dates

Last Activity

13 May 2026

Published

27 Apr 2026

Bid Opening

8 May 2026

Download Starts

28 Apr 2026

Download Ends

8 May 2026

Submission Starts

28 Apr 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (19 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	-	-
2Filling 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.
3Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
3.01	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)ces)	-	cum	-	-
3.02	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	-	-
4	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.	1	sqm	-	-
5Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto 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)	1	cum	-	-
6Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

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 • 0.39 MB

Work Item Documents

Document.pdf

Tender Documents • 1.93 MB

BOQ_24201.xls

BOQ • 0.35 MB

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Company

M/s V M K CONSTRUCTION

L1₹6.7 LAdmitted-Finance

SARASWATHI CONSTRUCTIONS

L2₹6.9 L+₹20,566.86 (3.07%)Admitted-Finance

M Mohammed Aslam

L3₹7.1 L+₹35,228.51 (5.26%)Admitted-Finance

P KESAVAN

L4₹7.8 L+₹1.1 L (15.9%)Admitted-Finance

H Abbas

L5₹8.3 L+₹1.6 L (23.8%)Admitted-Finance

Sl No	Description	Qty	Unit	P KESAVAN L4	M/s V M K CONSTRUCTION L1	M Mohammed Aslam L3	SARASWATHI CONSTRUCTIONS L2	H Abbas L5
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.	11.8	cum	350 ₹4,130	200 ₹2,360 Lowest	300 ₹3,540	300 ₹3,540	400 ₹4,720
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.	10.5	cum	250 ₹2,625	100 ₹1,050 Lowest	200 ₹2,100	200 ₹2,100	350 ₹3,675
3.00Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
3.01	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)ces)	4.65	cum	9,100 ₹42,315	7,500 ₹34,875 Lowest	8,500 ₹39,525	8,200 ₹38,130	9,000 ₹41,850
3.02	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)	4.54	cum	8,600 ₹39,044	7,000 ₹31,780 Lowest	8,000 ₹36,320	8,000 ₹36,320	8,500 ₹38,590
4.00	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.	15.84	sqm	600 ₹9,504 Lowest	650 ₹10,296	900 ₹14,256	800 ₹12,672	1,200 ₹19,008
5.00Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto 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)	5.27	cum	9,800 ₹51,646	8,500 ₹44,795 Lowest	11,000 ₹57,970	10,200 ₹53,754	10,000 ₹52,700
6.00Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :

Sl No

Description

Qty

Unit

P KESAVAN

M/s V M K CONSTRUCTION

M Mohammed Aslam

SARASWATHI CONSTRUCTIONS

H Abbas

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.

11.8

cum

350

₹4,130

200

₹2,360

Lowest

300

₹3,540

300

₹3,540

400

₹4,720

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.

10.5

cum

250

₹2,625

100

₹1,050

Lowest

200

₹2,100

200

₹2,100

350

₹3,675

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

3.01

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)ces)

4.65

cum

9,100

₹42,315

7,500

₹34,875

Lowest

8,500

₹39,525

8,200

₹38,130

9,000

₹41,850

3.02

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)

4.54

cum

8,600

₹39,044

7,000

₹31,780

Lowest

8,000

₹36,320

8,000

₹36,320

8,500

₹38,590

4.00

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

15.84

sqm

600

₹9,504

Lowest

650

₹10,296

900

₹14,256

800

₹12,672

1,200

₹19,008

5.00Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto 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)

5.27

cum

9,800

₹51,646

8,500

₹44,795

Lowest

11,000

₹57,970

10,200

₹53,754

10,000

₹52,700

6.00Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :

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	-	-
2Filling 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.
3Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
3.01	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)ces)	-	cum	-	-
3.02	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	-	-
4	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.	1	sqm	-	-
5Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto 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)	1	cum	-	-
6Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :

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

2Filling 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.

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

3.01

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)ces)

cum

3.02

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

sqm

5Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto 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

6Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :