Department Of Fisheries Tender
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Department Of Fisheries Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date26 Jul 2024
Closing Date2 Aug 2024
Tender AmountRefer Documents
Costs
EMD
₹ 6,55,000Document Cost
₹ 3,540Tender Fee
Refer Documents
Summary
Strengthening Of Existing Quay Wall In Old Sasson Dock.
Description
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Contact
Tender Id
2024_MFDCM_1058977_1Bid Award Id
ViewTender No
MFDC/EE/S.D./QUAY WALL/20/2024-25Tender Authority
Department Of Fisheries ViewPurchaser Address
-Website
http://mahatenders.gov.in
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Documents
BOQ Items
Cleaning of exisiting burnacle growth Surface Preparation :Crack surface shall be cleaned using underwater jet to remove the fungal growth and other foreign materials to enable clean and visible surface. The item includes the cost fo hire charges of all equipment, diving equipment and all charges for divers etc., complete.
1060
933754
880.9
Raising of folding to reach the entire surface area of bridge. upto10 m height above ground level, made with MS tube, horizontal and vertical tub joint with cup and lock system with MS tubes, challies, MS clamp and maintaing it in a serveciabl econdition for execution work of cleaning and/ or pointing and or/applying protection coating and/ inspection of work at required locations and removing it there after etc complete. (Item includes making of temporary support for HANGING SCAFFOLDING, cost of scaffolding, labour, material, safety devices,etc.,all complete)
1855
1525273
822.25
Providing and fixing Jute Kantan(Tarat) screen to thes scaffold-ing for external guniting as directed including removing the same after the work is over etc. complete.
3710
264894
71.4
Surface cleaning : cu slag blasting for cleaning of RCC and stone masonry surface before repair works to ensure good bond for repair product and coating systems application including cost of material, machinery etc complete
3180
4992600
1570
Removal of Vegitation/Plants:-Removal of entire root inside the bridge portion. Remains of the root shall be treatedwith special chemical SteripureMBT 20. Top 50mm shall filled with high strength grout including cost of all material, machinery, labour, scaffolding, etc. as per specification and as directed by Engineer-in-Charge.
477
756784
1586.55
Providing and applying Polymer modified cement mortar pointing to the stone massonry structure including chipping, cleaning, applying bonding agent, mixing material, application, curing and all tools and tackes including safety etc. complete.
1272
1916586
1506.75
Providing and laying in situ / ready mix M-20 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including
plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required
specifications ( VSI sand finely washed etc )
i) Height up to 5 m, normal rate.
ii) Height 5 to 7.50 m, add 5 percent extra over basic rate.
iii) Height 7.50 to 10 m, 7.50 percent extra.
iv) Over 10 m Height, add 10 percent extra for every 2.50m rise
668
7108595
10641.61
Providing, drilling and fixing Nipples/ Nozzles for pressure injection grouting of polymer cement grout / epoxy grout etc. Complete
9540
2664522
279.3
Under water P/Fixing the Nozzle for high pressure under water epoxy grout: Drilling hole of 12/18mm dia to a depth of minimum 100mm across the crack to anangle of 45° @ 500mm C/C, using pneumatic drilling machine without disturbing the epoxy mortar filled on the "V" groove with the help of divers. The nozzle shall be inserted in the drille dhole and fixed using the under water polyester resin grout and allowed for curing for final set. The item includes the cost of all materials, hire charges for all machineries and all charges for divers with accessories etc., complete
1060
1327491
1252.35
Filling voids/honeycomb with high pressure injection grouting of Polymer Cement Grout(10% of Polymer by Weight of Cement) for masonry pier grouting
9540
2193723
229.95
Under water for high pressure under water epoxy grout: Grouting with Water Insensitive Under water Epoxy Grout Base and hardener shall be mixed with using hand held heavy duty electrically operated mixing machine until uniform mix is obtained.The mixed material shall be poured into the high pressure grouting machine container and grouted through the non return nozzle already fixed on cracks.The grouting shall be done from the bottom of crack until grout rejects of all other grouting ports. The grouting shall be carried out with the help of divers and underwater communication device to know the conditions. The item includes the cost of all materials, hire charges for all machineries and all charges for divers with accessories etc.,complete.
530
1577386
2976.2
Providing fixing of shearlinks of 12mm dia in the periphery of the well wall for 100mm depth @ 200mmc/c both way and grouting with underwater epoxy grout includes the cost of hire charges of all machineries, barge, boat, cost of all tools and all labour charges etc., complete.
4240
4329888
1021.2
Additional Quantity for shear links above water lever surface
6360
2965032
466.2
Providing and fixing in position HCRM / CRS (Corrosion Resistant Steel) bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
57
6206608
108887.87
Providing and fixing in position Glass road 12mm diameter as reinfocement for underwater jacketing including cutting, hooking, design, drawings etc complete. (12 mm GFRP rebar of DEXTRA OR SP CONCARE OR Equivalent) Ultimate Tensile Strength : More than 700 Mpa. ultimate Tensile Load : More than 50 KN. Modulus of elasticity : 40 - 60 Gpa.including providing shear keys 12 mm dia and anchored 100 mm in parent concrete with epoxy grout at rate of 1 nos per 5 Rmt of rebars applied
21200
7420000
350
Providing and fixing in position under water Ring Form collar made of composite sheet of make SP CONCARE with embedded steel frame all around the edge of the pier or well foundation, etc as per drawing having 150 mm width including necessary support frame, lowering and anchoring by providing drilling and fixing 10 mm dia mechanical anchors at 300 mm c/c all along the periphery thereby forming a supporting collar for upper jacket casting etc complete
530
5035000
9500
Supply of Glass Fiber Reinforced Polymer laminate System PileMedic PLG / SP CON Sacrifical Laminate Jacket /SRM Seamless Annular Shell (Under Water Strengthening and Sacrificial formwork system): Cutting and preparing the system for Wrapping the Glass fiber laminate sheet to structural element at desired orientation by keeping Gap of Maximum 50 mm for Cement grout or any material as per consultant using under water Saturant and spacer for erecting and holding the rebars as per the spacing provided by the consultant. Repeat the same procedure for multiple layer.
Saturant Properties:
Tensile Strength (ASTM D-638) : 30 Mpa
Adhesion to Concrete : 4 Mpa (Substrate Failure)
(Mode of Measurement: Per Sq.Mt of Fiber consume and not application of surface area.) (the above price exclude cement grout price which will be poured in the gap)
1060
11236742
10600.7
Application charge (Divers team): cleaning of the under water pile by chiseling or water pressure jet including fixing of the pile medic system 1) Area of FRP application under and above water including oxygen cylinder and Instruments charges
2) Application of pile medic system as per design under and above water.
1060
1800622
1698.7
Providing filling of Micro-concrete and 10 mm aggreagate ( 1:1) including scarificial leakproof shuttering includes the cost of hire charges of all machineries, barge, boat, cost of all tools and all labour charges etc., complete.
398
48702101
122367.09
Providing and applying “highstrength, non shrink free flow grout material” i. e.micro concrete (like shrink comp or equivalent) having compressive strength as 400 Kilogram/sq.cm.including finishing the surface and curing for 07days.Etc complete.The usage of this non shrink concrete with zero slump is to allow to occupy every frees pace leaving novoids, there by producing dense concrete with proper bonding with concrete (The quoted rates to be inclusive of all materials, labours, tools & tackles, transportation, taxes etc complete) to be applied for foundation and strengthening ofpieretcandasper thedirectionofSite-In-Charge. (Theproduct likeUltratech/Rendroc(RGL)ofFOSROC or its equivalent)
159
12250950
77050
PosiTest AT-M with 50mm C1583 Kit: carrying out Pull-Off Adhersion Testing with Automatic Adhesion Testers confirming to ASTM C1583 (tensile strength of concrete/pointing overlays). Including using 50mm C1583 Kit,ideal for measuring the tensile strength of concrete surfaces and concrete repairs and overlay material
40
1000000
25000
Removing sand /muck/ slush /soil bellow low tide level to the specified section from navigation channel as per the area and depth upto 3.00 m from sea bed by mechanicel means with , hyderaulic excavator, etc. and barge for establisment all machinery with all required tools and equipments, boat for conveying excavetd material, including removing the excavated materials with all lift and leads as directed beyond high tide level line of water stacking spreading or disposing,dewatering if required unless otherwise provided else where complete under tidal condition.
159
556500
3500
PosiTest AT-M with 50mm C1583 Kit: carrying out Pull-Off Adhersion Testing with Automatic Adhesion Testers confirming to ASTM C1583 (tensile strength of concrete/pointing overlays). Including using 50mm C1583 Kit,ideal for measuring the tensile strength of concrete surfaces and concrete repairs and overlay material
45
1125000
25000
a) Rebound hammer (SSR Schedule of Testing charges NDT testing Sr No 97)
275
72875
265
b) Ultrasonic pulse velocity test (SSR Schedule of Testing charges NDT testing Sr No 98)
290
107300
370
c) concrete core test (SSR Schedule of Testing charges Core Samples Sr No 19 Comp test Rs 690)
10
6900
690
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