Andaman Nicobar

Financial BO

Works

Civil Works - Others

Construction of CC Drain back side of Hammad Jumma Masjid at Ward No. 02 under Gram Panchayat Tushnabad.

DIRECTORATE OF RD PRIS and ULBS

Tushnabad | South Andamans, Andaman And Nicobar Islands

Amount: ₹6.5 LCloses: 3 Nov 2025Closed

Timeline

Published18 Oct 2025
Closed3 Nov 2025
Technical Evaluation12 Nov 2025
Financial Evaluation12 Nov 2025
Award—

Bids

Item Rate

3 Bids12 Nov 2025

#	Company	Amount	Rank	Status
1	P. PRAVEEN KUMAR L1₹5.3 LAdmitted-Finance	₹5.3 L	L1	Admitted-Finance
2	VMK TRANSPORT AND BUILDERS L2₹6.5 L+₹1.1 L (20.7%)Admitted-Finance	₹6.5 L+₹1.1 L (20.7%)	L2	Admitted-Finance
3	Abdul Gafoor L3₹6.5 L+₹1.2 L (21.6%)Admitted-Finance	₹6.5 L+₹1.2 L (21.6%)	L3	Admitted-Finance

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	Abdul Gafoor L3	VMK TRANSPORT AND BUILDERS L2	P. PRAVEEN KUMAR 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.
1.10	All kinds of soil.	72.73	cum	350 ₹25,455.5	300 ₹21,819	100 ₹7,273 Lowest
2.00Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
2.10	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).	8.24	cum	9,500 ₹78,280	9,400 ₹77,456	8,500 ₹70,040 Lowest
2.20	1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources).	36.5	cum	11,000 ₹4,01,500	11,400 ₹4,16,100	9,500 ₹3,46,750 Lowest
3.00Centering and shuttering including strutting, propping etc. and removal of form for:
3.10	Foundations, footings, bases of columns, etc. for mass concrete	193.66	Sqm	400 ₹77,464	350 ₹67,781	250 ₹48,415 Lowest
4.0012 mm cement plaster of mix :
4.10	1:4 (1 cement: 4 fine sand)	112.2	Sqm	450 ₹50,490 Lowest	450 ₹50,490 Lowest	450 ₹50,490 Lowest
5.00Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.

Tender Value

₹6.5 L

EMD Value

₹13,031

Closing Date

3 Nov 2025, 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 CC Drain back side of Hammad Jumma Masjid at Ward No. 02 under Gram Panchayat Tushnabad.

Tender Information

Tender ID

2025_RDPRI_20280_1

Reference Number

EE/PRI/SAD-I/GEN/2025-26/109

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Works

Period of Work

90 days

Location

Tushnabad

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

₹13,031

Important Dates

Last Activity

12 Nov 2025

Published

18 Oct 2025

Bid Opening

4 Nov 2025

Download Starts

19 Oct 2025

Download Ends

3 Nov 2025

Submission Starts

19 Oct 2025

BOQ Preview

•

Amount

•

Earth 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.

•

All kinds of soil.

•

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

•

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).

•

1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources).

•

Centering and shuttering including strutting, propping etc. and removal of form for:

•

Foundations, footings, bases of columns, etc. for mass concrete

•

12 mm cement plaster of mix :

•

1:4 (1 cement: 4 fine sand)

•

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.

•

40 mm thick with 20 mm nominal size stone aggregate

•

VMK TRANSPORT AND BUILDERS (BID ID -60099)

•

Abdul Gafoor (BID ID -60080)

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

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Company

P. PRAVEEN KUMAR

L1₹5.3 LAdmitted-Finance

VMK TRANSPORT AND BUILDERS

L2₹6.5 L+₹1.1 L (20.7%)Admitted-Finance

Abdul Gafoor

L3₹6.5 L+₹1.2 L (21.6%)Admitted-Finance

Sl No	Description	Qty	Unit	Abdul Gafoor L3	VMK TRANSPORT AND BUILDERS L2	P. PRAVEEN KUMAR 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.
1.10	All kinds of soil.	72.73	cum	350 ₹25,455.5	300 ₹21,819	100 ₹7,273 Lowest
2.00Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
2.10	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).	8.24	cum	9,500 ₹78,280	9,400 ₹77,456	8,500 ₹70,040 Lowest
2.20	1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources).	36.5	cum	11,000 ₹4,01,500	11,400 ₹4,16,100	9,500 ₹3,46,750 Lowest
3.00Centering and shuttering including strutting, propping etc. and removal of form for:
3.10	Foundations, footings, bases of columns, etc. for mass concrete	193.66	Sqm	400 ₹77,464	350 ₹67,781	250 ₹48,415 Lowest
4.0012 mm cement plaster of mix :
4.10	1:4 (1 cement: 4 fine sand)	112.2	Sqm	450 ₹50,490 Lowest	450 ₹50,490 Lowest	450 ₹50,490 Lowest
5.00Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.

Sl No

Description

Qty

Unit

Abdul Gafoor

VMK TRANSPORT AND BUILDERS

P. PRAVEEN KUMAR

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.

1.10

All kinds of soil.

72.73

cum

350

₹25,455.5

300

₹21,819

100

₹7,273

Lowest

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

2.10

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).

8.24

cum

9,500

₹78,280

9,400

₹77,456

8,500

₹70,040

Lowest

2.20

1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources).

36.5

cum

11,000

₹4,01,500

11,400

₹4,16,100

9,500

₹3,46,750

Lowest

3.00Centering and shuttering including strutting, propping etc. and removal of form for:

3.10

Foundations, footings, bases of columns, etc. for mass concrete

193.66

Sqm

400

₹77,464

350

₹67,781

250

₹48,415

Lowest

4.0012 mm cement plaster of mix :

4.10

1:4 (1 cement: 4 fine sand)

112.2

Sqm

450

₹50,490

Lowest

450

₹50,490

Lowest

450

₹50,490

Lowest

5.00Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.