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Annual Plan Marakkaamparambil Thekkathil Road Pitching Ward 3 Annual plan 2026 27 Project no 21 27Marakkaamparambil Thekkathil Road Pitching Ward 3 in Veeyapuram gp General Civil Work 1

Local Self Government Department

VEEYAPURAM | Alappuzha, Kerala

Amount: ₹3.4 LCloses: 8 Oct 20266d left

Timeline

Published1 Oct 2026
Closes8 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹3.4 L

EMD Value

₹8,460

Closing Date

8 Oct 2026, 6:00 pm6d left

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

ASSISTANT ENGINEER LID EW VEEYAPURAM GP ALAPPUZHA 690514

Work Description

Annual Plan Marakkaamparambil Thekkathil Road Pitching Ward 3 Annual plan 2026 27 Project no 21 27Marakkaamparambil Thekkathil Road Pitching Ward 3 in Veeyapuram gp General Civil Work 1

Tender Information

Tender ID

2026_LSGD_874036_1

Reference Number

ET1/AE/VGP/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

VEEYAPURAM

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredEPAY (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredINTIGRITY PACT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredGST,PAN,LICENCE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹750

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,460

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Oct 2026

Published

1 Oct 2026

Bid Opening

12 Oct 2026

Download Starts

1 Oct 2026

Download Ends

8 Oct 2026

Submission Starts

1 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1DR RR SW
1.001	11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth	14.85	cum	-	-
1.002	75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	35.64	cum	-	-
1.003	11.6.3.2:Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.III. Random Rubble Masonry (ii) In cement mortar 1:4	4.32	cum	-	-
1.004	OD205898/2026-2027:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER)	22.28	cum	-	-
1.005	OD205899/2026-2027:Filling up low lying and water logged area with local materials/ Quarry muck, spreading in layers , levelling the top at site and consolidation by ramming etc.	8.44	cum	-	-

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 • 0.05 MB

Work Item Documents

BOQ_1482911.xls

BOQ • 0.30 MB

marakkanparambilsbd.pdf

Tender Documents • 1.79 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1DR RR SW
1.001	11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth	14.85	cum	-	-
1.002	75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	35.64	cum	-	-
1.003	11.6.3.2:Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.III. Random Rubble Masonry (ii) In cement mortar 1:4	4.32	cum	-	-
1.004	OD205898/2026-2027:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER)	22.28	cum	-	-
1.005	OD205899/2026-2027:Filling up low lying and water logged area with local materials/ Quarry muck, spreading in layers , levelling the top at site and consolidation by ramming etc.	8.44	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1DR RR SW

1.001

11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth

14.85

cum

1.002

75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.

35.64

cum

1.003

11.6.3.2:Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.III. Random Rubble Masonry (ii) In cement mortar 1:4

4.32

cum

1.004

OD205898/2026-2027:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER)

22.28

cum

1.005

OD205899/2026-2027:Filling up low lying and water logged area with local materials/ Quarry muck, spreading in layers , levelling the top at site and consolidation by ramming etc.

8.44

cum