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Civil Works - Roads

repair and maintenance of rural road from ATR NH 4 to ranchi basti caddlegunj 02 under gram panchayat ferrargunj by zilla parishad south andaman revised estimate

Zilla Parishad South Andaman

caddlegunj | South Andamans, Andaman And Nicobar Islands

Amount: Refer DocsCloses: 12 Oct 20265d left

Timeline

Published30 Sept 2026
Closes12 Oct 2026
Bid Opening13 Oct 2026

Tender Value

Refer Docs

EMD Value

₹36,900

Closing Date

12 Oct 2026, 10:00 am5d left

Tender Inviting Organisation

Name

ee/zp/sa

Address

Executive Engineer Zilla Parishad South Andaman Sri Vijaya Puram

Work Description

repair and maintenance of rural road from ATR NH 4 to ranchi basti caddlegunj 02 under gram panchayat ferrargunj by zilla parishad south andaman revised estimate

Tender Information

Tender ID

2026_OEEPB_24948_1

Reference Number

EE/ZP/SA/2026-2027/17

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Works

Period of Work

90 days

Location

caddlegunj

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

Requiredscan copy of EMD (.pdf)

Requiredproof of documents of work experience magnitude of work as mentioned above (.pdf)

Requiredcertificate of registration for GST (.pdf)

Requiredonly affidavit asper clause 121 of cpwd 6 in estamp paper tobe submitted in original willbe accepted (.pdf)

Requiredall the bidders must submit the EMD in original from nationalized bank only willbe accepted (.pdf)

Finance

Requiredprice bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹36,900

Important Dates

Last Activity

30 Sept 2026

Published

30 Sept 2026

Bid Opening

13 Oct 2026

Download Starts

30 Sept 2026

Download Ends

12 Oct 2026

Submission Starts

30 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount	GST %
1Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
1.1	All kinds of soil	460	sqm	-	-	-
2Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.1	All kinds of soil	34.5	cum	-	-	-
3Centering and shuttering including strutting, propping etc. and removal of form for
3.1	Foundations, footings, bases of columns, etc. for mass concrete	72.6	sqm	-	-	-
4	Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete.	34.5	cum	-	-	-
5Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :
5.1	On bituminous surface @ 0.50 Kg / sqm	893.55	sqm	-	-	-
62 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chipping of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg. And 56 kg of hot bitumen per cum of stone chipping of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete. (Use shredded plastic @ 10 % of total bitumen).

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.88 MB

Work Item Documents

NIT.pdf

Tender Documents • 3.07 MB

BOQ_26399.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount	GST %
1Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
1.1	All kinds of soil	460	sqm	-	-	-
2Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.1	All kinds of soil	34.5	cum	-	-	-
3Centering and shuttering including strutting, propping etc. and removal of form for
3.1	Foundations, footings, bases of columns, etc. for mass concrete	72.6	sqm	-	-	-
4	Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete.	34.5	cum	-	-	-
5Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :
5.1	On bituminous surface @ 0.50 Kg / sqm	893.55	sqm	-	-	-
62 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chipping of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg. And 56 kg of hot bitumen per cum of stone chipping of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete. (Use shredded plastic @ 10 % of total bitumen).

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

GST %

1Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.

1.1

All kinds of soil

460

sqm

2Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.1

All kinds of soil

34.5

cum

3Centering and shuttering including strutting, propping etc. and removal of form for

3.1

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

72.6

sqm

Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete.

34.5

cum

5Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :

5.1

On bituminous surface @ 0.50 Kg / sqm

893.55

sqm

62 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chipping of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg. And 56 kg of hot bitumen per cum of stone chipping of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete. (Use shredded plastic @ 10 % of total bitumen).