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Fabrication And Erection Of 06Nos Scouring Sluice Gates And Its Accessories Of Bramarpali-I Check Dam Of Binika Block Under Minor Irrigation Division , Sonepur For The Year 2019-20, Binika Block,Sonepur-Odisha

Water Resources Department-WRD has published Fabrication And Erection Of 06Nos Scouring Sluice Gates And Its Accessories Of Bramarpali-I Check Dam Of Binika Block Under Minor Irrigation Division , Sonepur For The Year 2019-20. Submission Date for this Tender is 22-01-2021. Lift Irrigation Tenders in Binika Block,Sonepur Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

26560031
Corrigendum : Fabrication And Erection Of 06Nos Scouring Sluice Gates And Its Accessories Of Bramarpali-I Check Dam Of Binika Block Under Minor Irrigation Division , Sonepur For The Year 2019-20
Open Tender
Indian
Odisha
Binika Block,Sonepur
22-01-2021

Tender Details

Fabrication And Erection Of 06Nos Scouring Sluice Gates And Its Accessories Of Bramarpali-I Check Dam Of Binika Block Under Minor Irrigation Division , Sonepur For The Year 2019-20

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 14-Jan-2021 1ST CORRIGENDUM Technical Bid 22-01-2021

Key Value

Document Fees
INR 6000 /-
EMD
INR 14452.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: FABRICATION AND ERECTION OF 06NOS SCOURING SLUICE GATES AND ITS ACCESSORIES OF BRAMARPALI-I CHECK DAM OF BINIKA BLOCK UNDER MINOR IRRIGATION DIVISION, SONEPUR FOR THE YEAR 2019-20
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Supply of following structural steel materials per Gate: Gate Siz:1800x1600 \ni. Embedded parts-Guide channel 180x4000x10thx2nos,130x4000x10thx4nos, ISA50x 50x 6x100lx25nos, ½ cut ISMB200x1900lx1no, Anchor plate 200x150x10thx4nos \nii. Gate Leaf details-1800x1600x10thx1no,1590x75x12thx2nos, ISA50x50x6x1760lx3nos. 1600x65x10thx3nos, 80x30x12thx4nos, 300x250x16thx2nos\niii. Seal details -1800x60x8thx1nos, 1600x60x8thx4nos\niv. Cross Beam and Hoist- ISMB200x2200lx2nos, 200x200x12thx4nos, \n BI01010001010000000000000515BI0100001113 6 Set
2 2 Supply of following bought out materials per Gate:\nStainless steel flat 3600lx80wx8thx4nos, 1800lx80wx8thx1nos, SS electrode super inox 1A 4mmx16kg, Natural/ Synthetic rubber seal confirming to IS:11855-botttom half round at one end 1800lx75wx10thx1no, P-type seal 32mm diax1600lx80wx10thx2no, Hex bolt M12x70N IS:1363 with washeex18nos, CSK screw M12x70N IS:1363 with washerx32nos,\nNut type Screw Gear box assembly suitably threaded for 63mm dia screw rod including 1no thrust ball bearing in complete shape-1set, 63mm dia screw rod suitable square threaded to M78x10x2700l with total length 2900x1no,Gate pin dia 40x150lx1no. material:45C8 IS1570, Grease MP3-5Kg, Mobile-1Litre, Gate handle-1no., Foundation bolt M16x150Nx8nos with double washer, Split pin-1no, Bronze pad 80x30x12x4nos, CSK bolt suitable for bronze pad-16nos.\n BI01010001010000000000000515BI0100001114 6 Set
3 3 Fabrication cost of following steel materials and their accessories including machineries, fixtures, labour, cutting, aligning, welding, cleaning with all lead and lift etc completed in all shape per gate: \nEmbedded parts -337.67Kg, Shutter and its accessories-364.81Kg, Hoist Bridge -135.48kg\n BI01010001010000000000000515BI0100001115 6 Set
4 4 Cost of erection, trail and commissioning including machineries, fixture, labour, cutting, aligning, welding, cleaning with all lead and lift completed in all shape per gate.\nFabricated materials-837.96Kg and Bought out materials-227.96Kg\n BI01010001010000000000000515BI0100001116 6 Set
5 5 Paining of all structural steel by applying one coat primer of 40micron thick and two coats of final paint of 100micron thick each, for embedded parts by one coat zinc rich primer and two coats of coal tar epoxy paint, Gate leaf of shutter by one coat zinc rich primer and two coats of coal tar epoxy paint, Hoist platform by one coat zinc rich primer and two coats of Al paint all inclusive of clearing, degreasing, handling, cost of materials, labour, all consumables and tools and tackles etc as per relevant IS Code and specification. BI01010001010000000000000515BI0100001117 6 Set
6 6 Cost of concrete cutting and chipping excess concrete from the vent groove of Guide channel 200x200x4000x6nos, Sill beam 200x250x1900x1no,, Cross Beam 200x200x200x 4nos, 2nd stage concreting after fixing of guide channel, sill beam and cross beam, hire charges of DG set for all erection work, cost of watch and ward at erection site and transportation of all man and materials, tools and tackles machineries etc completed in all respect as per the direction of the Engineer-in-Charge of the site. BI01010001010000000000000515BI0100001118 6 Set
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