Kochi Metro Rail Limited Tender
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Costs
EMD
₹ 1,00,000Document Cost
₹ 8,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_KMRL_636795_1Bid Award Id
ViewTender No
CSML/FLOT-JETTY/RFP/024Tender Authority
Kochi Metro Rail Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
12.23.3 Bored cast-in-situ M35 grade R.C.C. Pile Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.
Pile diameter-750 mm
160
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12.22 Providing Steel Liner 10mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.
4.46
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12.40 Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
7.06
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56.1.a Mobilization including transportation of all necessary plan and equipment's and materials of boring field testing and sampling and demobilization after completing the work For machine boring
1
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56.2.a Setting up boring at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location. For machine boring.
2
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56.3.a.1 Boring with rotary power drilling equipment's in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata upto 10m. Including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals. For ordinary soil.
20
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56.3.a.2 Boring with rotary power drilling equipment in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata upto 10m. Including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals. For under water.
20
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56.3.b.1 Boring with rotary power drilling equipment in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 10m upto a depth of 20m including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals. For ordinary soil
20
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56.3.b.2 Boring with rotary power drilling equipment in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 10m upto depth of 20m including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals. For under water.
20
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56.3.c.1 Boring with rotary power drilling equipment in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 20m upto 30m depth including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m.intervals. For ordinary soil.
20
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56.3.c.2 Boring with rotary power drilling equipment in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 20m upto 30m depth including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m.intervals. For under water.
20
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56.8 Recovering disturbed samples and preserving the same in air tight sample containers including waxing labelling packing storing including cost of containers as per IS Code.
40
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56.11.a Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate) Machine boring for 5 bore holes.
1
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13.4.A Random Rubble Stone masonry (coursed/uncoursed) work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
10
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od221494/2023_2024 Dry rubble masonry work for retaining wall and foundations complete as per drawing and Technical Specifications.
10
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12.8.G.1.1 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 - Using Concrete Mixer
20
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od221287/2023_2024 Providing platform (pontoon steel work rivetted and bolted in build up section etc.) trussed and framed work with MS and iron plates etc, straightening cutting fabrication and hoisting including applying one coat of iron primer for pontoon including cost of material, labour charges, current charges for welding etc. and launching in to the river and mobilization charges to the pile point and anchoring the same in to the required possession including cost of iron rope and labour charges and hire for motor boat marine type having engine cover 370 to 411 and higher of winch chain block etc and all other incidental charges including maintaining, lighting, night watching etc. complete
160
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od221288/2023_2024 Design, delivery, installation, build and commissioning of Steel Pontoon of Length 9M, Breadth 4M, Depth less than 1.2M and Free Board 0.8 M. Including Heavy duty mooring bollards, SS guard rails, Heavy duty rubber fenders, ramp with hand rails and Anti skid flooring as required.
1
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od234924/2023_2024 Design of Steel Pontoon
1
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4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
10
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4.1.2 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
10
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7.34 Extra for laying stone work in or under water and/ or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. Note:- The quantity will be calculated by multiplying the depth measure from sub-soil water level upto the centre of gravity of stone work under sub-soil water with the quantity of stone work in cum executed under the sub-soil water. The depth of centre of gravity shall be reconed correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored.
10
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5.9.3 Centering and shuttering including strutting, etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform
5
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Flag Mast
-
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12.22 Providing Steel Liner 10mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.
3.35
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12.23.3 Bored cast-in-situ M35 grade R.C.C. Pile Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-750 mm
120
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-
12.38.D.2 Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification. R C C Grade M35 - Using Batching plant, Transit Mixer and Concrete pump
6.36
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12.4 Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
5.93
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od233373/2023_2024 Supply of national flag of size 20' x 30' in 100% Knitted Polyester (160 gsm), with reinforced super strong nylon webbing on all 3 sides & rope/toggle sleeve.
2
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90.12.39.5 Supply & laying of one number PVC insulated and PVC sheathed armoured copper power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required. 3 core 4 sq mm
50
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od233577/2023_2024 Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE copper conductor cable of 1.1 KV grade as required:3 x 4 sq.mm
2
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90.6.5.12 Supply and drawing the following sizes of multi-core PVC insulated & FRLS PVC sheathed 650/1100 V grade copper conductor round flexible cables conforming to IS 694 part I 1960 in the existing surface / recess conduit as required including giving necessary connections of the following sizes: 3 core 2.50 sq mm
45
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od236360/2023_2024 Supply and making end termination with copper lugs for following size of PVC insulated and PVC sheathed/ XLPE copper conductor cable of 1.1 kV grade as required. 3 x 2.5 sq.mm
8
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90.12.12.2 Supply & laying of DWC pipe in ordinary soil 1.2 m below ground level including excavation 50/38 mm or nearest size.
75
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90.16.1.4 Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required 4.00 mm copper conductor ( 8 SWG)
75
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5.14 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required.
75
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od233705/2023_2024 Supply, Installation, Testing and Comissioning of Nickel coated Copper bonded electrode made from low carbon steel. Earth rods and molecularly bonded with 99.9 % pure electrolytic copper with 250 micron coating, 17.2 mm dia with pressed contact including stainless steel nut, bolts and washers.Copper bonded rod of size (17.2mm x 2000mm) with 1 nos chemical bag of 25 kg. with all accessories. Approximate weight of copper electrode is 5.62 kg. The earth rod should be properly covered with UV resistant earth pit Chamber of top 300mm, bottom 400mm and height 280mm complied to IEC62561- 5:2018 including boring of earth pit suitable for the earthing to be done as per the dimension of earth rod and it should be capable of holding 25kg electrafill compound.
3
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od234262/2023_2024 Supply & Installation of 5 meter hot dip galvanized pole having inbuilt junction box and adjustable mounting bracket for flood light at the top of the pole. Painting of the pole shall be suitable for saline condition and shall comply with ISO 12944 C5 class.
2
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od235491/2023_2024 Supply and Installation of outdoor weather proof IP66 rated Junction Box including associated accessories of approved make
2
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od235674/2023_2024 Supply and embedding of 32 mm dia G.I. pipe ( medium class ) including accessories like bend, coupler, etc complete as required.
30
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od235675/2023_2024 OD: Supply, installation, testing and commissioning of die-cast aluminum 350W LED Flood light of approved make with IP66 protection, Lumen efficacy output greater than 120 lumen/W suitable for highlighting architectural features or High mast application
2
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od236465/2023_2024 Supply, installation, testing and commissioning of IP65 rated double door free standing enclosure made up of 16-gauge CRCA sheet with canopy arrangement. The enclosure shall be powder coated suitable for marine installation. Incomer-63A DP MCB with along with 63A 30mA RCCB and Outgoings- 5 nos of 16A SP MCB. Separate push buttons arrangement for remote operation for raising and lowering the flag mast power tool.
1
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od236658/2023_2024 Supply, installation, testing and commissioning of 30M PU Painted (Marine Grade) Flag mast including foundation bolts manufactured from special steel along templates washer, nuts, etc complete in the existing civil foundation. Mast shaft can be in multiple sections as per OEM structural design, hot dip galvanised and suitable for wind velocity as per IS 875. The flag mast system shall have raising lowering mechanism comprising of double drum winch of safe working load as per standard requirement, 6mm dia SS 316 grade wire rope and integral power tool motor for the raising and lowering of Flag along with aviation system with suitable cable.
1
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50.10.1 Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
1000
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od251669/2023_2024 Marine Synthetic enamel paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete :On steel work and GI pipes.
200
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10.26.3 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer: G.I. pipes
230
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13.52.1 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work
20
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7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand)
10
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-
7.34 Extra for laying stone work in or under water and/ or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. Note:- The quantity will be calculated by multiplying the depth measure from sub-soil water level upto the centre of gravity of stone work under sub-soil water with the quantity of stone work in cum executed under the sub-soil water. The depth of centre of gravity shall be reconed correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored.
10
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60.7.2 DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
10
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od252758/2023_2024 Design for Flag Mast
1
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