Andaman Nicobar

Technical Eval

Works

Civil Works - Others

Construction of RCC Retaining wall to Protect parking and playground opposite Sulab Toilet in ward no. 01

Port Blair Municipal Council

ward no. 01 | South Andamans, Andaman And Nicobar Islands

Amount: ₹19.4 LCloses: 2 Jun 2026Closed

Timeline

Published25 May 2026
Closed2 Jun 2026
Technical Evaluation11 Jun 2026
Award—

Bids

3 Bids11 Jun 2026

#	Company	Status
1	P. A. S AGENCY Accepted-Technical	Accepted-Technical qualified
2	SARAVANA BUILDERS Accepted-Technical	Accepted-Technical qualified
3	CRESCENT CONSTRUCTION Not Admitted-Fee/PreQual/Technical 132 MG ROAD GOAL GHAR PORT BLAIR PIN 744103 \| SOUTH ANDAMANS \| ANDAMAN AND NICOBAR ISLANDS \| 744103	Not Admitted-Fee/PreQual/Technical Not Complied with technical specification

Tender Value

₹19.4 L

EMD Value

₹38,803

Closing Date

2 Jun 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer-I(Wks)

Address

Executive Engineer-I(Wks), SVPMC HQ

Work Description

Construction of RCC Retaining wall to Protect parking and playground opposite Sulab Toilet in ward no. 01

Tender Information

Tender ID

2026_PMBC_22926_2

Reference Number

54/EE/Wks-I/R/MC/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Works

Period of Work

120 days

Location

ward no. 01

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredEMD, Work Experience, EPF Registration Certificate, PAN Card and GST Registration, clearance FORM 3B (.pdf)

RequiredAffidavit, 10 yrs financial statement, Bidding Capacity Form C-3, Availability of Machinery (.pdf)

RequiredPlease Refer Pg no. 04 of the tender document for list of documents and furnish the same. (.pdf)

Finance

RequiredPrice Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹38,803

Important Dates

Last Activity

11 Jun 2026

Published

25 May 2026

Bid Opening

2 Jun 2026

Download Starts

25 May 2026

Download Ends

2 Jun 2026

Submission Starts

25 May 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 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	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 and for all lift.	154.71	cum	276.53	₹42,781.96
2	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil	160.65	cum	250.43	₹40,231.58
3	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 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)	6.12	cum	9,610.71	₹58,817.55
4	Providing 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 : 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)	26.01	cum	12,762.2	₹3,31,944.82
5	Reinforced 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 :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)	25.95	sqm	15,311.88	₹3,97,343.29
6	Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete	18.36	sqm	553.26	₹10,157.85
7	Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	162.86	sqm	1,188.64	₹1,93,581.91
8	12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand).	140.25	sqm	489.64	₹68,672.01
9	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.	5,198	kg	152.16	₹7,90,927.68
10	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.75 mm diameter	16.2	meter	351.02	₹5,686.52

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.12 MB

Work Item Documents

tenderdocument.pdf

Tender Documents • 1.18 MB

BOQ_24529.xls

BOQ • 0.28 MB

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Company

P. A. S AGENCY

Accepted-Technical

SARAVANA BUILDERS

Accepted-Technical

CRESCENT CONSTRUCTION

Not Admitted-Fee/PreQual/Technical

132 MG ROAD GOAL GHAR PORT BLAIR PIN 744103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

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 and for all lift.

154.71

cum

276.53

₹42,781.96

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil

160.65

cum

250.43

₹40,231.58

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

6.12

cum

9,610.71

₹58,817.55

Providing 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 : 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)

26.01

cum

12,762.2

₹3,31,944.82

Reinforced 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 :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)

25.95

sqm

15,311.88

₹3,97,343.29

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

18.36

sqm

553.26

₹10,157.85

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

162.86

sqm

1,188.64

₹1,93,581.91

12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand).

140.25

sqm

489.64

₹68,672.01

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.

5,198

152.16

₹7,90,927.68

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.75 mm diameter

16.2

meter

351.02

₹5,686.52