Kochi Metro Rail Limited Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 23,600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_KMRL_373068_1Bid Award Id
ViewTender No
CSML/Roads/RFP/012-2Tender Authority
Kochi Metro Rail Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
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2.4.2.A : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres br
Cement Concrete Grade M-15 & M-20 - By Mechanical Means br
935.64
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2.4.4.B : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres br Dismantling Stone Masonry - Rubble stone masonry in cement mortar.br
1.5
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2.1.1 : Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit.br Girth from 300 mm to 600 mm
2
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2.1.2 : Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. br Girth from 600 mm to 900 mm
1
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Drain, TRench and foot path in MoRTH Items
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od52587/2018_2019 : Drain cleaning using scavengers for existing drain including removal of all depositted silt,with initial lead up to 1000 mtr including charges for lifting and refixing of cover slab
7116
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3.10 : Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.
7.5
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15.9 : Construction of dry rubble flooring at cross drainage works for relatively less important works.
13
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12.4 : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
150.43
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12.8.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
749.4
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12.8.B.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20
78.75
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12.8.E.1.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 - Using Concrete Mixer
671.64
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12.8.F.1.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M30 - Using Concrete Mixer
63
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od52594/2018_2019 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br><br> PCC Grade M20perforated with 25 mm pvc pipe
3.84
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12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
55.08
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55.25 : Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete
671.64
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od52601/2018_2019 : Supplying ,spreading ,compacting and providing graded Metal 26.5 to 2.36 mm, mixing , carriage of mixed Material to work site, spreading in uniform layers on prepared surface and compacting with rammer<br><br>Grading-II - Plant Mix Method
158.75
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od52603/2018_2019 : Construction and laying of precast cement concrete kerb as per drawing, in M 25 grade PCC Using Concrete Mixer on M-10 grade foundation 150 mm thick,Joining with CM 1:3, foundation having 50 mm projection beyond kerb stone, kerb stone laid in line and level , foundation concrete laid manually, all complete as per clause 409
252.56
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8.29.3 : Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.br
Cable Duct Across the Road - Triple rRow for three utility services
6.25
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Profile correction
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3.15 : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means br
1040
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4.13 : Construction of Median and island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408 br
18.75
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4.1.A.1 Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method
208
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4.12. Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
100
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Road Surfacing
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5.2.a : Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
30707.6
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5.4.2b : Dense Graded Bituminous Macadam : - For grading - II (26.5 mm nominal size) br
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
844.46
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5.6.2.b : Providing and laying bituminous concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (NRMB) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects br
For Grading -II (13.2 mm Nominal size). br
460.61
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8.13 : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
1094.7
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55.22 : Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
50
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55.23.Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.
2268.5
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Road furniture and Plants
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8.11.1 : Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width
31.25
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8.35 : Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-
1250
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Drain and Trench, Foot Path in DSR
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15.7.2 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In lime mortar with old mughal bricks
1.25
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15.56 : Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
125
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15.23.1 : Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm
3247.2
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od52586/2018_2019 : Dismantling of sign boards/ advertisement boards including excavation and dismantling of foundation concrete , disposal with all lifts and upto a lead of 1000 meters and staking the materials
63
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2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m including cost of dewatering and relocating existing cables along the drains etc complete for all kinds of soil
287.4
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2.16.1 : Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m
31
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od52593/2018_2019 : Providing and laying factory made chamfered edge Cement Concrete paver blocks<br>in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,<br>thickness & size/ shape, made by table vibratory method using PU mould, laid in<br>required colour & pattern over 50mm thick compacted bed of 6 mm aggregate, compacting and<br>proper embedding/laying of inter locking paver blocks into the aggregate bedding layer<br>through vibratory compaction by using plate vibrator, filling the joints with sand and<br>cutting of paver blocks as per required size and pattern, finishing and sweeping<br>extra sand. complete all as per direction of Engineer-in-Charge.<br>60mm thick cement concrete paver block of M-35 grade with approved colour, design&; pattern.
50
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11.20.1 : Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement
2164.8
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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)
1
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50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
7.5
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13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
1067.4
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13.18 : Neat cement punning
711.6
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od52599/2018_2019 : Providing and erecting temporary barricading at site as per drawing / direction of Engineer - in - Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer - in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to executed the job . The barricading shall not be removed without prior approval of Engineer-nin-Charge. (Note:- One time payment shall be made for providing barricading from star of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).
62.5
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15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
2.7
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15.19 : Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge.
31.25
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13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
3086.4
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50.18.9.10.1 : Providing and fixing PVC pipes includings jointing of pipes with one step pvc solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer in Charge. 150 mm dia 6 Kgf/cm2 for drain intake
1000
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Repairing plumbing works
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50.18.7.2.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge 20 mm dia 10 Kgf/cm2
18.75
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50.18.7.3.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer- in- Charge 25 mm dia 12 Kgf/cm2
18.75
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50.18.7.4.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10Kgf/cm2
18.75
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50.18.7.5.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 6Kgf/cm2
187.5
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od52588/2018_2019 : Cutting holes up to 20x20 cm in R.C.C. wall or slab for putting KWA pipe and electricity cables etc. and repairing the hole with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.
450
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12.44 : Providing and fixing heavy duty cast iron grating having minimum area 225 sq cm to the inlet mouth of rain water pipe
450
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19.7.3.2 : Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside size 120x 90 cm and 90 cm deep including C.I. cover with frame ( heavy duty ) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg ( weight of cover 108 kg and weight of frame 100 kg)With Sewer bricks conforming to IS: 4885
1
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19.8.2.2 : Extra for depth for manholesSize 120x90 cmWith Sewer bricks conforming to IS: 4885
1.88
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19.19.1.1 : Providing and fixing in position Pre-cast R.C.C. manhole cover and frame of required shape and approved quality.L D - 2.5Rectangular shape 600x450 mm internal dimensions
250
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19.18.1 : Supplying and fixing C.I with out frame for manholes:455 x 610 mm rectangular C.I cover ( light duty ) the weight of the cover to be no less than 23 kg
250
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19.15.1 : Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) as per standard design.With 20x20 mm square bar
125
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DSR Items miscellaeous
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2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
57.48
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51.2.3 : Filling with Quarry Muck br Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
79.38
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50.2.33.5 : Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete.
10
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50.2.33.6 : Cutting branches of trees overhanging above any structures of girth between 60cm to 90cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete
3
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4.9 : Precasting placing in position M15 grade 125 mm dia Bollards 600 mm high of required shape, including providing 4nos of . 8 mm dia main bar and strirups 8mm @150c/c welded on 150x150x6 mm M.S. plate and embedded 150 mm in cement concrete 1:2:4, including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing including cost of rectification of surface complete as per drawing.
1000
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10.26.1 : 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.M.S. tube
843.75
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16.92 : Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge
53.38
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Removing and relaying cobble stone/granite dressed stone pavement including levelling and making the pathway in line and level
250
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od52595/2018_2019 : Providing and fixing 30x30x7.50 cm flamed Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge
50
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11.45 : Providing and laying 500x500x80 mm thick Turf paver (Turfpave XD) on 150 mmthick sub grade of compacted bed of 20 mm thick nominal size stone aggregateand base course and filling with 150 mm thick gravel, including spreading,well ramming, consolidating and finishing smooth etc. all complete as per directionof Engineer-in-charge.
37.5
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16.82 : Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
306.63
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16.83 : Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
31.25
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16.84 : Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)
31.25
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16.85 : Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand), including making joints with or without grooves ( thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment) . (Old kerb stones shall be supplied by the department free of cost)
306.63
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16.90 : Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
2165
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15.51 : Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap.
1
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15.60 : Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
1820.58
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Supplying and fixing heavy duty FRP manhole cover with frame of suitable size
100
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Supplying and fixing medium duty FRP manhole cover with frame of suitable size
100
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Civil structure for Electrical items
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2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
25.88
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50.2.3.1 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete for foundation works related to electrical foundations,duct crossing and pull pit
11
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2.16.1 : Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m
24.13
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4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
2.71
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5.33.1 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level
13.33
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5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
933.11
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5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
78.94
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10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
143.06
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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
2.2
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25.7 : Designing, fabricating, testing, installing and fixing in position Curtain Wall withAluminium Composite Panel Cladding, with open grooves for linear as well ascurvilinear portions of the building , for all heights and all levels etc. including:a) Structural analysis & design and preparation of shop drawings for pressureequalisation or rain screen principle as required, proper drainage of water to makeit watertight including checking of all the structural and functional design.b) Providing, fabricating and supplying and fixing panels of aluminium compositepanel cladding in pan shape in metalic colour of approved shades made out of4mm thick aluminium composite panel material consisting of 3mm thick FR grademineral core sandwiched between two Alumini um sheets (each0.5mm thick). Thealuminium composite panel cladding sheet shall be coil coated, with Kynar500based PVDF / Lumiflon based fluoropolymer resin coating of approved colourand shade on face # 1 and polymer (Service) coating on face # 2 as specified usingstainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backerrods etc.c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanisedwith serrations and serrated washers to arrest the wind load movement, fasteners,SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators toprevent bi-metallic contacts all complete required to perform as per specificationand drawing The item includes cost of all material & labour component, the cost ofall mock ups at site, cost of all samples of the individual components for testing inan approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wallwith aluminium composite panel cladding till the handing over of the building foroccupation. Base frame work for ACP cladding is payable under the relevantaluminium item.s The Contractor shall provide curtain wall with aluminiumcomposite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per theapproved shop drawings and as directed by the Engineer-in-Charge.However, for the purpose of payment, only the actual area on the external face ofthe curtain wall with Aluminum Composite Panel Cladding (including width ofgroove) shall be measured in sqm. up to two decimal places.
4.62
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od52591/2018_2019 : Lifting,conveying and fixing newly casted RCC structure
8.94
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Civil work for electrical cable laying
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14.13.1: GI PIPE-Providing, laying and fixing the following GI (medium class) in ground in complete with GI fittings including trenching (75 cm deep) and refilling etc. as required-.50 mm
13.75
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14.13.4: GI PIPE-Providing, laying and fixing the following GI (medium class) in ground in complete with GI fittings including trenching (75 cm deep) and refilling etc. as required.-150 mm
13.75
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14.14.3:RCC PIPE-Providing, laying and fixing the following dia RCC pipe NP4 Class ( heavy duty ) in complete with RCC collars, jointing with cement mortar 1:2 ( 1 cement : 2 fine cement) including trenching ( 75 cm deep) and refilling etc. as required.-250 mm dia
6.88
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14.14.4:RCC PIPE-Providing, laying and fixing the following dia RCC pipe NP4Class (heavy duty ) in complete with RCC collars, jointing with cement mortar 1:2 ( 1 cement : 2 fine cement) including trenching ( 75 cm deep) and refilling etc. as required.-300 mm dia
6.88
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OD:HDPE DUCT & ACCESSORIES-Supplying and laying of following size pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, part II complete with fitting/ accessories (for joints etc.) and cutting and joints etc. in existing trench etc complete as required-40 mm HDPE PLB duct with inner ribbed, colour as per requirement, wall thickness - 2.9 +mm for Accessroad
3000
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Dismantling (without damage) LT 3 phase 4/5 wire OH line including existing structuree, strut, stays, cross arms, insulators etc. and transportation and stacking of all materials as per the instructions including digginout, loading and unloading to lorries without damaging the materials.
0.15
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Dismantling existing one LT PSC/RCC/RS joist/TW pole, fittings, service connections as per instruction including digging out, loading and unloading and stacking at suitable locations including transportation.
5
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supply and erection of LT PSC poles of 9mtr height at site with 200kg working load including foundation digging and back filling with fittings including x Arms and clamps/insulator ,stay and including all materials cable loop in loop out as per standards or KSEB spcifications
1
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supply and erection of HT PSC poles 10 mtr height at site with 350 kg working load including foundation digging and back filling with fittings including x Arms and clamps/insulator ,stay and including all materials cable loop in loop out as per standards or KSEB spcifications
1
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Supply and erection one A pole 10 mtr height at site with 350kg working load (painted MS) including foundation and fittings ,cross arms ,inuslator,cable looping,digging and back filling pit,stay ,earth leads including all materials as per standards or KSEB spcifications
1
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Providing earthing for poles and support ,pillar boxes panels,structures ,transformers ,RMU's etc including supply of materials ,excavation ,giving connection ,laying lead wire etc complete using 40mm GI pipes 3 mt long and GI wires of size up to No.6 SWG
1
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