Government of the People’s Republic of Bangladesh

Local Government Engineering Department

Office of the Executive Engineer

District: Feni.

www.lged.gov.bd

Memo No-LGED/XEN/Feni/Sa-49/15-16/475 Date: 16/02/2016.

Corrigendum for e-Tender No. 18/2015-2016 (ID No. 46618)

This is to notify for all concern that an amendment has been made due to unavoidable circumstanances for e-Tender No-18/2015-2016 (Tender ID No. 46618) as follows:

In Bill of Quantities BOQ Part-A (Civil Work up to ground floor) And BOQ Part-B (Civil Work 1st to top) the term “Batching Plant (BP)” Deleted from the description of Item No. 18, 20, 21, 22, 23, 24, 25 and Item no. 1, 2, 4, 5, 6 respectively.

and

In Bill of Quantities BOQ Part-A (Civil Work up to ground floor), BOQ Part-B (Civil Work 1st to top) and BOQ PART-C (Internal Road) description of item no. A26, B7 & C8 will be

MS rod. Supplying and fabrication of M.S High strength Ribbed or deformed bar reinforcement conforming to BDS ISO 6935-2:2006 (or standard subsequently released from BSTI) of required size and length for all types of RCC work in/c straightening removing rusts, cleaning, cutting, hooking, bending, binding or tieing with supply of 22 B.W.G. annealed binding wire double fold, placing in position in/c lapping, or welding wherever required as directed, anchoring to the adjoining members wherever necessary, spacing and securing them in position by proper size concrete cover blocks (1:1) supports, metal chairs, spacers, splices or laps etc. complete in/c cost of all materials, labour, local handling, cost includes necessary equipment and machinery, loading and unloading, transportation, all other necessary incidental charges including all leads and lifts etc. to complete the work as per specifications, design, drawings and direction of the E-I-C. (Undersize reinforcement will not be accepted under any circumstance. Measurement will be made based as length of bar on standard weight i.e. 77KN/m3 (BNBC Table 6.2.1) basis. Chairs, laps, Splice and separators will not be measures for payment. The cost of these remains inclusive in the unit rate).

RB 400/400W: Ribbed bar or Deformed bar Produced and marked as BDS ISO 6935-2:2006 with minimum yield strength, fy(ReH)=400 MPa, but the actual yield strength based on mill tests dose not exceed fy by more than the 125 MPa and the ratio of actual ultimate strength, fu(Re) to to actual tensile yield strength (fy) shall be at least 1.25 and minimum total elongation after fracture (A565) & minimum total elongation and maximum force (Agt) is 16% and 2.5% respectively

instead of

MS rod. Supplying and fabrication of M.S High strength Ribbed or deformed bar reinforCement/OPC/PCC conforming to BDS ISO 6935-2:2006 (or standard subsequently released from BSTI) of required size and length for all types of RCC work in/c straightening removing rusts, cleaning, cutting, hooking, bending, binding or tieing with supply of 22 B.W.G. annealed binding wire double fold, placing in position in/c lapping, or welding wherever required as directed, anchoring to the adjoining members wherever necessary, spacing and securing them in position by proper size concrete cover blocks (1:1) supports, metal chairs, spacers, splices or laps etc. complete in/c cost of all materials, labour, local handling, cost includes necessary equipment and machinery, loading and unloading, transportation, all other necessary incidental charges including all leads and lifts etc. to complete the work as per specifications, design, drawings and direction of the E-I-C. (Undersize reinforCement/OPC/PCC will not be accepted under any circumstance. Measurement will be made based as length of bar on standard weight i.e. 77KN/m3 (BNBC Table 6.2.1) basis. Chairs, laps, Splice and separators will not be measures for payment. The cost of these remains inclusive in the unit rate).

RB 300: Ribbed bar or Deformed bar produced and marked as per BDS ISO 6935-2:2006 with minimum yield strength, fy(ReH)=300 MPa, but the actual yield strength based on mill tests dose not exceed fy by more than the 125 MPa and the ratio of actual ultimate strength, fu(Re) to to actual tensile yield strength (fy) shall be at least 1.25 and minimum elongation after fracture (A565) & minimum total elongation and maximum force (Agt) is 17% and 2.5% respectively.

And

In Bill of Quantities Provisional sum for physical contingency (Fixed rates items) Item no. J-2 Taka will be Tk. 1,15,00,000.00 instead of Tk. 1,50,00,000.00

Time & all other Description, Item Quantities, terms & conditions of this e-Tender will remain unchanged. This corrigendum notice will be the part and parcel of the e-Tender document.

(Md. Sherazul Islam)

Executive Engineer

(Tele: 0331-63556)

e-mail: xen.feni@lged.gov.bd

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Memo No-LGED/XEN/Feni/Sa-02/15-16/475/1(8) Date: 16/02/2016

Copy forwarded for kind information and necessary action please to:

01.	The Chief Engineer, LGED, Agargaon,Sher-e-Bangla Nagar, Dhaka-1207.
02.	Additional Chief Engineer, LGED, Chittagon Division, Chittagong.
03.	The Supereingtending Engineer, LGED, Comilla Region, Comilla.
04.	The Project Director, MDSP, LGED HQ, Agargoan, Dhaka-1207.
05.	The Editor, The Daily Jugantor/The Daily Financial Express, Dhaka, with a request to publish the above Tender Notice limiting it within 3x9” in your widely circulated National Daily on or before 19/02/2016 for once only.
06.	The Upazila Engineer, LGED, Upazila: Sonagazi,District: Feni.
07	Notice Board.

(Md. Sherazul Islam)

Executive Engineer

(Tele: 0331-63556)

e-mail: xen.feni@lged.gov.bd