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Tender For Emergent Protection Work In The Upstream Of Closing Point Of Guide Bund Of Aie River Bridge (L/B) Under Sopd-G Under Bongaigaon District Territorial Road Division For The Year 2023-24., abhayapuri-Assam

Public Works Roads Department has published Tender For Emergent Protection Work In The Upstream Of Closing Point Of Guide Bund Of Aie River Bridge (L/B) Under Sopd-G Under Bongaigaon District Territorial Road Division For The Year 2023-24.. Submission Date for this Tender is 23-08-2023. Flood Protection Tenders in abhayapuri Assam. Bidders can get complete Tender details and download the document.




Tender Notice

38949191
Tender For Emergent Protection Work In The Upstream Of Closing Point Of Guide Bund Of Aie River Bridge (L/B) Under Sopd-G Under Bongaigaon District Territorial Road Division For The Year 2023-24.
Open Tender
Indian
Assam
abhayapuri
23-08-2023

Tender Details

Tender For Emergent Protection Work In The Upstream Of Closing Point Of Guide Bund Of Aie River Bridge (L/B) Under Sopd-G Under Bongaigaon District Territorial Road Division For The Year 2023-24.

Key Value

Document Fees
INR 4630 /-
EMD
INR 463000.0 /-
Tender Value
INR 2.31 Crore /-

BOQ Items

Name of Work: Emergent protection work in the upstream of closing point of Guide Bund of Aie River Bridge (L/B) under SOPD-G under Bongaigaon District Territorial Road Division for the year 2023-24.
Sl. No. Item Description
1Construction 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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (i) Private Land
2Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.
3Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
4Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30m x 0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (a) With Boat
5Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30m x 0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat
6Supply, Stitching and Laying of Non wooven Geo textile Fabric sheet of 400 gsm
7Filling Annular Space Around Footing in Rock (Lean cement concrete 1:3:6 nominal mix. Rate may be taken as per items 12.4.)
8Supply of Pre stressed Cement Concrete (PSC) Porcupine members of size 0.10 X 0.10m X 3.00m with M-30 grade of cement concrete coforming to IS 1343 : 2012 using super-plasticizer @ 1.2 lit/bag of cement with graded broken course aggregates up to 20mm size down conforming to IS 10262 : 2009 & IS 456 : 2000 and reinforced with 4 Nos. of 4 mm dia high tensile steel wire cable / strand with necessary cover and 4 mm high tensile stirrups at 250mm C/C, in conformity with IS-6403 : R2002 and stressed to required strength not exceeding 9.18 N/mm, holes of size 16 mm dia at 50 cm inside from both ends in the same face and in either face of post another 2 Nos. of size 16 mm dia at 65 mm inside from both ends including properly curing for 21 (twenty one) days and carriage of porcupine members from factory to the stack yard within distance up to 50 KM including loadind, unloading & stacking complete as directed.
9Carriage of Porcupine members of size of 0.10m X 0.10m X 3.00m from stack yard to work site inclding loading, unloading & stacking. (Total lead of 10 KM from Abhayapuri Town
10Labour charge for launching of PSCPorcupine including carriage of PSC Porcupine members of size 0.10m X 0.10m X 3.00m from stack yard to place of launching, erection of the Porcupine with 6 (Six) members properly, Supply & fitting/fixing with 12 mm dia 25 cm long M.S. Nuts and bolts and launching the Porcupine properly as directed. (Lead upto 150 M) Launching with boat
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