CPPP

Technical Eval

Works

Civil Works

ALHW/DCE(A)/EE(N S)/Tend-05/2026-27(Recall)

Andaman Lakshadweep Harbour Works

Sri Vijaya Puram | South Andamans, Andaman And Nicobar Islands

Amount: Refer DocsCloses: 12 Jun 20264 Jun 2026Closed

Timeline

Published22 May 2026
Closed12 Jun 2026
Technical Evaluation22 Jun 2026
Award—

Bids

1 Bid22 Jun 2026

#	Company	Status
1	P NAIDU Accepted-Technical POST BOX NO 515 JUNGLEHAT POST SRI VIJAYA PURAM 744 301 A N ISLANDS \| SRI VIJAYA PURAM \| NICOBARS \| ANDAMAN AND NICOBAR ISLANDS \| 744301	Accepted-Technical fulfilled NIeT conditions

Corrigenda

Corrigendum

3 updatesLatest on 4 Jun 2026Submission Ends:4 Jun 202612 Jun 2026

Date changes

Download Ends4 Jun 202612 Jun 2026Submission Ends4 Jun 202612 Jun 2026Bid Opening5 Jun 202613 Jun 2026

Tender Value

Refer Docs

EMD Value

₹1.5 L

Closing Date

12 Jun 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

EE(NS), ALHW, Sri Vijaya Puram

Address

O/o Deputy Chief Engineer-(Andaman) Executive Engineer (NS),ALHW, Sri Vijaya Puram

Work Description

Minor repairs to Pongibalu RCC Jetty at Sri Vijaya Puram in South Andaman.

Tender Information

Tender ID

2026_ALHW_909767_1

Reference Number

Minor repairs to Pongibalu RCC Jetty at Sri Vijaya Puram in South Andaman.

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

180 days

Location

Sri Vijaya Puram

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredEMD shall be deposited in favour of Pay and Accounts Officer,ALHw (.pdf)

RequiredEnlistment order of the contractor or the ordergovernment department valid registered order (.pdf)

RequiredCertificate of work experience.(as followed as Sl. no. 20.1) (.pdf)

RequiredAffidavit as per Clause 1.2.3 of CPWD 6.in non judicial stamp paper (.pdf)

RequiredCertificate of registrationfor goods and service tax.(GST), EPF, PAN Card (.pdf)

RequiredIncome tax returns for the last three years.(including as followed by siNo.20.2 and 20.3) (.pdf)

RequiredBidding Capacity along with annual turnover for last seven years (.pdf)

Finance

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.5 L

Important Dates

Last Activity

22 Jun 2026

Published

22 May 2026

Bid Opening

13 Jun 2026

Download Starts

22 May 2026

Download Ends

12 Jun 2026

Submission Starts

22 May 2026

Clarification Period

22 May 2026 - 29 May 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (2 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Surface preparation to receive micro concrete by chipping to depth of max.75mm, cleaning, removing the traces of dust, loose concrete etc.including cost of all labour charges, minor tools, labour cess, GST etc.complete.
2Replacement of reinforcement as additional bars including bending, cutting, welding and fixing, including cost of steel, transportation charges, all labour charges, minor tools, labour cess, GST etc.complete.
3Steel centering and shuttering including strutting propping etc.and removal of form for :Columns, Pillars, Pipes, Abutments, Posts and struts, including cost of all materials, all labour charges, minor tools, labour cess, GST etc.complete.
4Drilling holes in the existing structure with mechanized boring machine to an average dia of 100mm at required location for pouring the micro concrete including cost of all labour charges and machineries etc.complete.
5Supply and apply of high strength, non shrink cementilous free flow micro concrete (With minimum 28 days flexural strength 50 Kg/ Sqm and compressive strength 500 Kg/Sqcm. As per BS 4551-80) for above water level using 12mm down size graded stone chips with the ratio of 1:0.75 (1 high strength & non shrink cementations micro concrete chemical 0.75 12mm to 6mm stone chips) on site to enable completion of pouring in a continuous operation. An approved grout concrete mixer of slow speed heavy duty drill and exact quality of water as recommended should be poured into the mixing vessel with cleaned stone chips of size 12mm to 6 mm slowly and mix the same thoroughly in a forced action. The mixed material should be placed immediately to positioned formwork continuously to an average thickness of 75mm without any gap.including cost of all materials, labour charges, minor tools, labour cess, GST etc.complete.
6Anticorrosive coat on bars : Supplying , preparing and priming the reinforcement steel with Epoxy Zinc primer or Epoxy Zinc Primer or epoxy anti corrosive paint ( Confirming to IS/BS certification ), including cost of all materials all about charges, minor tools etc., complete.
7Supply and application of Epoxy Concrete Bonding agent (Confirming to and having BS 6319 certification) cleaned and properly prepared old concrete surface to give good bonding between old and new concrete, including cost of all materials, labour charges, minor tools, labour cess, GST etc.complete.
8Supplying, mixing and applying CURING MEMBRANE or equivalent with water including cost of materials, labour charges, minor tools, labour cess, GST etc.complete.
9Protective Coat : Supplying and applying two coats of IPH - Conguard or DECKGUARD 'S' or equivalent by spray or brush over the prepared surface and allow it to dry including cost of materials, labour, brushes, tools, equipments labour cess, GST etc. complete. The polymer material properties are to be as follows: 1. Water absorption test in (%) : 0.15 %
10Lockset: Mark the holes at the required spot. Drill the pilot holes using 14mm dia hammer drill bit to a depth of 150mm. Clean the holes with the good water. Mix the base and hardener of Polyester resin LOKSET "S" or equivalent pour the same to the 2/3 of the depth and insert the shear connecting rod of 12 mm dia gently in to the prepared holes. Pack the gap if any. Allow it to set for min. 20 minutes without disturbing including cost of all materials, all labour charges, labour cess, GST, etc. complete.

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 • 0.80 MB

Work Item Documents

TENDERDOC.pdf

Tender Documents • 11.08 MB

BOQ_956370.xls

BOQ • 0.29 MB

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Company

P NAIDU

Accepted-Technical

POST BOX NO 515 JUNGLEHAT POST SRI VIJAYA PURAM 744 301 A N ISLANDS | SRI VIJAYA PURAM | NICOBARS | ANDAMAN AND NICOBAR ISLANDS | 744301

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Surface preparation to receive micro concrete by chipping to depth of max.75mm, cleaning, removing the traces of dust, loose concrete etc.including cost of all labour charges, minor tools, labour cess, GST etc.complete.
2Replacement of reinforcement as additional bars including bending, cutting, welding and fixing, including cost of steel, transportation charges, all labour charges, minor tools, labour cess, GST etc.complete.
3Steel centering and shuttering including strutting propping etc.and removal of form for :Columns, Pillars, Pipes, Abutments, Posts and struts, including cost of all materials, all labour charges, minor tools, labour cess, GST etc.complete.
4Drilling holes in the existing structure with mechanized boring machine to an average dia of 100mm at required location for pouring the micro concrete including cost of all labour charges and machineries etc.complete.
5Supply and apply of high strength, non shrink cementilous free flow micro concrete (With minimum 28 days flexural strength 50 Kg/ Sqm and compressive strength 500 Kg/Sqcm. As per BS 4551-80) for above water level using 12mm down size graded stone chips with the ratio of 1:0.75 (1 high strength & non shrink cementations micro concrete chemical 0.75 12mm to 6mm stone chips) on site to enable completion of pouring in a continuous operation. An approved grout concrete mixer of slow speed heavy duty drill and exact quality of water as recommended should be poured into the mixing vessel with cleaned stone chips of size 12mm to 6 mm slowly and mix the same thoroughly in a forced action. The mixed material should be placed immediately to positioned formwork continuously to an average thickness of 75mm without any gap.including cost of all materials, labour charges, minor tools, labour cess, GST etc.complete.
6Anticorrosive coat on bars : Supplying , preparing and priming the reinforcement steel with Epoxy Zinc primer or Epoxy Zinc Primer or epoxy anti corrosive paint ( Confirming to IS/BS certification ), including cost of all materials all about charges, minor tools etc., complete.
7Supply and application of Epoxy Concrete Bonding agent (Confirming to and having BS 6319 certification) cleaned and properly prepared old concrete surface to give good bonding between old and new concrete, including cost of all materials, labour charges, minor tools, labour cess, GST etc.complete.
8Supplying, mixing and applying CURING MEMBRANE or equivalent with water including cost of materials, labour charges, minor tools, labour cess, GST etc.complete.
9Protective Coat : Supplying and applying two coats of IPH - Conguard or DECKGUARD 'S' or equivalent by spray or brush over the prepared surface and allow it to dry including cost of materials, labour, brushes, tools, equipments labour cess, GST etc. complete. The polymer material properties are to be as follows: 1. Water absorption test in (%) : 0.15 %
10Lockset: Mark the holes at the required spot. Drill the pilot holes using 14mm dia hammer drill bit to a depth of 150mm. Clean the holes with the good water. Mix the base and hardener of Polyester resin LOKSET "S" or equivalent pour the same to the 2/3 of the depth and insert the shear connecting rod of 12 mm dia gently in to the prepared holes. Pack the gap if any. Allow it to set for min. 20 minutes without disturbing including cost of all materials, all labour charges, labour cess, GST, etc. complete.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Surface preparation to receive micro concrete by chipping to depth of max.75mm, cleaning, removing the traces of dust, loose concrete etc.including cost of all labour charges, minor tools, labour cess, GST etc.complete.

2Replacement of reinforcement as additional bars including bending, cutting, welding and fixing, including cost of steel, transportation charges, all labour charges, minor tools, labour cess, GST etc.complete.

3Steel centering and shuttering including strutting propping etc.and removal of form for :Columns, Pillars, Pipes, Abutments, Posts and struts, including cost of all materials, all labour charges, minor tools, labour cess, GST etc.complete.

4Drilling holes in the existing structure with mechanized boring machine to an average dia of 100mm at required location for pouring the micro concrete including cost of all labour charges and machineries etc.complete.

5Supply and apply of high strength, non shrink cementilous free flow micro concrete (With minimum 28 days flexural strength 50 Kg/ Sqm and compressive strength 500 Kg/Sqcm. As per BS 4551-80) for above water level using 12mm down size graded stone chips with the ratio of 1:0.75 (1 high strength & non shrink cementations micro concrete chemical 0.75 12mm to 6mm stone chips) on site to enable completion of pouring in a continuous operation. An approved grout concrete mixer of slow speed heavy duty drill and exact quality of water as recommended should be poured into the mixing vessel with cleaned stone chips of size 12mm to 6 mm slowly and mix the same thoroughly in a forced action. The mixed material should be placed immediately to positioned formwork continuously to an average thickness of 75mm without any gap.including cost of all materials, labour charges, minor tools, labour cess, GST etc.complete.

6Anticorrosive coat on bars : Supplying , preparing and priming the reinforcement steel with Epoxy Zinc primer or Epoxy Zinc Primer or epoxy anti corrosive paint ( Confirming to IS/BS certification ), including cost of all materials all about charges, minor tools etc., complete.

7Supply and application of Epoxy Concrete Bonding agent (Confirming to and having BS 6319 certification) cleaned and properly prepared old concrete surface to give good bonding between old and new concrete, including cost of all materials, labour charges, minor tools, labour cess, GST etc.complete.

8Supplying, mixing and applying CURING MEMBRANE or equivalent with water including cost of materials, labour charges, minor tools, labour cess, GST etc.complete.

9Protective Coat : Supplying and applying two coats of IPH - Conguard or DECKGUARD 'S' or equivalent by spray or brush over the prepared surface and allow it to dry including cost of materials, labour, brushes, tools, equipments labour cess, GST etc. complete. The polymer material properties are to be as follows: 1. Water absorption test in (%) : 0.15 %

10Lockset: Mark the holes at the required spot. Drill the pilot holes using 14mm dia hammer drill bit to a depth of 150mm. Clean the holes with the good water. Mix the base and hardener of Polyester resin LOKSET "S" or equivalent pour the same to the 2/3 of the depth and insert the shear connecting rod of 12 mm dia gently in to the prepared holes. Pack the gap if any. Allow it to set for min. 20 minutes without disturbing including cost of all materials, all labour charges, labour cess, GST, etc. complete.