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Repair To Cracks Or Broken Edges Af Airfield Under Ge P Rw At Af Station Carnicobar, AREA UNDER GE(I)(P) (RW) CARNICOBAR-Andaman And Nicobar Islands

Military Engineer Services-MES has published Repair To Cracks Or Broken Edges Af Airfield Under Ge P Rw At Af Station Carnicobar. Submission Date for this Tender is 14-06-2021. Civil Work Tenders in AREA UNDER GE(I)(P) (RW) CARNICOBAR Andaman And Nicobar Islands. Bidders can get complete Tender details and download the document.




Tender Notice

27907196
Corrigendum : Repair To Cracks Or Broken Edges Af Airfield Under Ge P Rw At Af Station Carnicobar
Open Tender
Indian
Andaman And Nicobar Islands
AREA UNDER GE(I)(P) (RW) CARNICOBAR
14-06-2021

Tender Details

Repair To Cracks Or Broken Edges Af Airfield Under Ge P Rw At Af Station Carnicobar

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 24-May-2021 Corrigendumno1 Other 07-06-2021
2 25-May-2021 Corrigendumno2 Other 07-06-2021
3 31-May-2021 Extension of critical date Date 14-06-2021
4 07-Jun-2021 Corrigendumno3 BOQ 14-06-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 40000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work : REPAIR TO CRACK/BROKEN EDGES OF AIRFIELD UNDER GE(I)(P)(RW) AT AF STATION CARNICOBAR
Sl. No. Description of Items Item Code / Make Quantity/ Nos of Units Units
1 1 M&L for repair to broken edges , deep cuts, spoiled joints, pop out broken corners, pot hols and developed cracks as per site requrement by cutting out concrete with concrete cutting machine, cheselling of concrete as to required shape as directed by Engineer in Charge to a depth of 50mm to 100mm, removing all loose/scrapped materials to a distance 100 mtr away from runway edge, cleaning the surface including drying surface by using blow lamp if the surface is wet,removing dust/dirt with compressed air pressure including taking out existing sealing compound grade B in affected area and priming the surface with epoxy resin based primer for concrete surface with Nitroprime-25 Primer(FOSROC) of surface area after cutting all as per manufecturers instructions complete all as specified and directed by Engineer in Charge 1 50 Sqm
2 2 M&L for high strength epoxy concrete FOSROC(Expocrete EC) filling for area prepared under item No.1 here in before, concrete prepared by mixing 27.5 Kg Eporete EC with 30 Kg of stone aggregate of grade not exceeding 10mm as per mixing ratio of Epoxy Concrete by weight in Kg Base(B) Hardener (H): Fine filler (FF):Course aggregate (CA) are (4.537:20.818:30) and the materials shall be weighted accurately in the specified proportion. The epoxy concrete shall be applied in the prepared groove within 45 Minutes of application of epoxy resi primer or as approved by Engineer in Charge and as per per manufectures instructions complete all specified. Note: The Contractor shall provide the safety life jacket for all concerned labour/supervisor and also provide work in progress board /pillar area and fallow the rules of airfield. 2 5.4 Cum
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