Repairing Maintenance Installation And Painting Of 02 Numbers Gate At H/R Of Dy7r Of Mahananda Main Canal Under Teesta Barrage Project
Tender Value
5.24 Lakhs
Estimated cost
Bid Submission
22 Feb 2021
0 days left
EMD
10487
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Haptiyagachh → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Repairing Maintenance Installation And Painting Of 02 Numbers Gate At H/R Of Dy7r Of Mahananda Main Canal Under Teesta Barrage Project
BOQ
| Name of Work: Repairing, Maintenance, Installation and Painting of 02 numbers gate at H/R of Dy-7R of Mahananda Main Canal under Teesta Barrage Project. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Supplying transporting & fabrication of welded steel girder as per approved drawing duly made up built up sections of MS Plate, Angle, Channel of different thickness including metalizing priming coat followed by finish coat of paints of total thickness of 165µm. The rate shall be inclusive of supply of all the steels, labour consumables & machinery and all other materials & accessories required for fabrication to complete in all respect with all lead, lift etc. The rate is also includes( i) Cost of to and fro transportation between contractor's work shop & work site including all lead, lift, loading, unloading etc. (ii) Cost of inspection, testing of girders in stages by nominated inspection agency. Nomination of inspection agency for passing of fabricated members and trial assembly will be decided by Engineer-in-Charge. iii) Cost of supplying & fixing of HSFGI High strength bolts (not less than 8.8 grade). iv) Cost of blast-cleaning the steel surface including supplying & applying of zinc phosphate primer followed by finish coat of micaceous iron oxide pigmented drying oil type paint of total thickness of 165µm. | 2 | ||
| 2 | 1.1 | 10 mm MS skin plate | 3 | 1613.17 | Kg. |
| 3 | 1.2 | 8 mm MS plate | 4 | 86.62 | Kg. |
| 4 | 1.3 | 16 mm MS plate | 6 | 66.32 | Kg. |
| 5 | 1.4 | MS Flatbar(50x8) | 7 | 196.19 | Kg. |
| 6 | 1.5 | Channel(ISMC 300X90) | 8 | 813.12 | Kg. |
| 7 | 1.6 | Channel (ISMC 250x80) | 9 | 296.21 | Kg. |
| 8 | 1.7 | Angle(65x65x6) | 12 | 107.92 | Kg. |
| 9 | 1.8 | Tor steel Rod(10mm) | 13 | 24.64 | Kg. |
| 10 | 2 | Cost of taking out side roller from gate leaf (by unscrew, cutting screw, cutting drill , gas cutter as requried) opening part by part , replacing the damaged pin ,grease nipple, lock plate etc (including cost of replaced materials)and refixing the whole assembly with gate. (per job) | 14 | 8 | job |
| 11 | 3 | Cost of taking out gate sheave from gate leaf (by unscrew, cutting screw, cutting drill , gas cutter as requried) opening part by part , replacing the damaged pin ,grease nipple, lock plate etc (including the cost of replaced materials)and refixing the whole assembly with gate. (per job) | 15 | 4 | job |
| 12 | 4 | Steel wire rope of 13 mm dia, 6x36 construction, ungalvanized, steel core,IWRC of 1960 tensile designation as per IS 2266 : 2002 | 16 | 44 | mtr. |
| 13 | 5 | Rope compound servo coat 140/viscolite or equvalent. | 17 | 10 | Kg. |
| 14 | 6 | Labour charges for fixing of steel wire rope with gate sheave ,idle sheave and rope drum with proper tension including hire charges of all types of tools tackles to complete the job as per direction of EIC. | 18 | 2 | jobs |
| 15 | 7 | Cost of application of rope compound on the steel wire rope including labour charges and all type of expenditure (excluding the cost of rope compound ) to complete the job for each gate assembly. | 20 | 2 | Jobs |
| 16 | 8 | Supply , fitting &fixing in position rubber seal arrangement for making water tight including M.S flats ,bolts and nuts and making holes in the shutter leaf for fixing the rubber seal in position including fabrication cost and carriage of all materials to site and complete as per direction of the Engineer-in-charge.(ii)\"L\" type 88mm X 14 mm type-II vertical side seal. | 21 | 9 | mtr. |
| 17 | 9 | Supply , fitting &fixing in position rubber seal arrangements with musical note harmonic 'J' type for making water tight in both up and down stream of draw shutter as well as flap shutter including guide paths,additional M.S flats ,bolts and nuts for fixing the rubber seal in position including fabrication cost and carriage of all materials to site and complete as per direction of the Engineer-in-charge. (a) Flat Type Rubber Seal (iv) 90 mm X20 mm | 22 | 8 | mtr. |
| 18 | 10 | G.I. Nut Bolt with washer of assorted size. | 23 | 20 | Kg. |
| 19 | 11 | Errection of newly fabricated gate leaf with its embeded parts in the existing civil structure with proper alignment after cutting the existing damaged concrete structure of the existing surface as necessary for proper fixing of its embeded parts by primary concreting and mending the damages in the existing civil structure(cost excluding concreting work) (per job) | 24 | 2 | jobs |
| 20 | 12 | Taking out hoisting equipments such as gear box , rope drum, drum shaft, coupling etc and refitting the same with nuts & bolts after cleaning…etc.where necessary.(per job) | 25 | 2 | jobs |
| 21 | 13 | Taking out of exiting damaged gate shutter from guide channel from existing position by mechanical devices and removing the same by mechanical means or suitable crane/brake van including hire charges of crane, chain pulley,rope,bamboos,balla,gas cutting charges etc and carraige the damaged gate shutters to Fulbari Mechanical yard as per direction of EIC. | 27 | 1 | job |
| 22 | 14 | Labour charges for cleaning the rubbish material jungle at site by mathor mazdur. | 28 | 30 | Nos |
| 23 | 15 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor\nas per relevant IS). (b) River bazree | 29 | 5.25 | cu.m |
| 24 | 16 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns,\nlintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) | 30 | ||
| 25 | 16.1 | Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering\nin any concrete work. | 31 | 4.27 | sq.m |
| 26 | 17 | Construction of temporary structure at work site of a height of 3 meters with best quality darma mat cover by good quality matured bamboos with provitions of requisite nos of door windows. | 32 | 24 | sq.m |
| 27 | 18 | Guard for guarding the Govt. materials during work (2 nos. in day shift and 2 nos. in night shift for 15 days) | 34 | 60 | nos. |
AI Tender Summary
Tender Timeline
Feb 15, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 22, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 23, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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