Cochin International Airport Limited Tender
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Cochin International Airport Limited - CIAL Tender
Civil And Construction
Civil Works Others
Electrical Goods and Equipments
Building Construction
Electrical and Electronics
Aerospace and Defence
Electrical Works
Eprocure
Opening Date20 Sep 2023
Closing Date20 Oct 2023
Tender Amount₹ 1,92,00,00,000
Costs
EMD
₹ 20,00,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CIAL_605011_1Bid Award Id
ViewTender No
CIAL/CIAL/608/E13Tender Authority
Cochin International Airport Limited ViewPurchaser Address
-Website
http://https://cial.aero/
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Documents
Drawings-14of16
BOQ Items
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Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 5kms lead as per direction of Engineer-in-charge.
180
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Demolishing brick work /solid block work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 5kms lead as per direction of Engineer-in-charge
1700
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Dismantling bituminous work/lean concrete work manually/ by mechanical means/by miling machine to a maximum depth of 30cm including stacking of serviceable material and disposal of unserviceable material within 5kms lead as per direction of Engineer-in-charge.
24800
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Dismantling of PQC panel of thickness 20cm to 45cm or more by cutting four sides to suitable sizes with concrete cuttimg machine upto full depth and dismantling manually or mechanicaly without damaging the adjacent panels and disposal of unservicable materials within 5km lead as per specification and as per the direction of Engineer-in-charge.
5650
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Dismantling concertina coil and structural steels manually / by mechanical means including stacking ofserviceable material and disposal of unserviceable material within 5kms lead as per direction of Engineer-in-charge
4500
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Taking out existing CC interlocking paver blocksincluding removal of rubbish etc.disposal of unserviceable material to the dumping yard and stacking of serviceable material with in 5km lead as per the direction of Engineer in charge
2800
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EARTHWORK
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Clearing the jungle at site and uprooting of rank vegetation, all bushes, shrubs, swamps, grass, brush wood, trees of girth up to 300mm measured at a height of 1.0 meter above ground level and disposal of rubbish up to a lead of 5 km within the airport area as directed by the Engineer-in-charge, including all lifts, transport, labour, loading, unloading etc. complete (lead will be measured by the shortest route available)
128000
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Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) in all type of soils including soft rock, in areas marked for cutting to correct lines and grade/levels and transporting selected fill materials obtained from cutting within the boundary including lead up to 5km, and all lifts, disposed or transported soil to be levelled and neatly dressed using vibratory roller as per technical specifications and subgrade consolidation using vibratory roller of 8 to 10 tonne capacity, under 98% modified proctor density (IS: 2720 Part VIII-1983), and as directed by the Engineer in Charge (The item includes cost of all labour, transportation, manual and /or mechanical, machinery etc. involved in all operations as mentioned above).
310600
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Extra for additional lift other than over areas excavation (Excavation for areas 1.70m below the formation level) especially for Well, ponds, septic tank, water pit etc. as per standards and as directed by the Engineer-in-charge.
10000
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Banking available good, loose excavated earth ( LL50, PI15) in layers not exceeding 300 mm, in all kinds of soil, and consolidating each layer with vibratory roller of adequate capacity under optimum moisture content to give density not less than 98% of modified proctor density as determined under IS 2720 Part 8-1983, including breaking clods, levelling, fine dressing, to the required camber, grade and slopes etc. in embankments for roads, flood banks, marginal banks and guide banks etc., lead up to 5 km and all lifts, as per specification and as directed by the Engineer-in-Charge
20000
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Supplying & Filling approved good laterite soil from outside(LL50/PI15) soil in layers not exceeding 300 mm, in all kinds of soil, and consolidating each layer with vibratory roller of adequate capacity under optimum moisture content to give density not less than 98% of modified proctor density as determined under IS 2720 Part 8-1983, including breaking clods, levelling, fine dressing, to the required camber, grade and slopes etc. in embankments for roads, flood banks, marginal banks and guide banks etc., lead up to 5 km and all lifts, as per specification and as directed by the Engineer-in-Charge.
10000
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CONCRETING WORKS
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Providing and laying in position cement concrete 1:3:6 (1 cement: 3 manufactured crusher sand: 6 graded stone aggregate 20 mm nominal size) of specified grade excluding the cost of centering and shuttering- all works at all levels1:3:6 (1 Cement : 3 manufactured crusher sand : 6 graded stone aggregate 20 mm nominal size) as per standards and as directed by the Engineer-in-charge.
4750
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Providing and laying in position cement concrete 1:4:8 (1 cement: 4 manufactured crusher sand: 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of centering and shuttering- all works at all levels: 1:4:8 (1 Cement : 4 manufactured crushersand : 8 graded stone aggregate 40 mm nominal size) as per standards and as directed by the Engineer-in-charge.
1750
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Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, , manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of RMC from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the Engineer-in-charge. Cement content not less than 410kg/cum. All works upto plinth level
10000
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Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, , manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of RMC from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the Engineer-in-charge. (Note: - Minimum Cement content considered in this item is @ 410 kg/cu.m). All works at all levels. (The rate includes providing 75 mm PVC pipes ( 10 Kg/Sqcm)as weep holes in walls in three layers, and at 1 m intervals in raft and 100mm pvc pipes( 10Kg/sqcm) in slabs 50cm intervals , from bottom of M-sand layer). Cement content not less than 410kg/cum. All works above plinth level upto floor V level
220
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Centering and shuttering for foundations, footings, bases of columns, etc. for mass concrete, including strutting, propping etc. and removal of form for all heights as per standards and as directed by the Engineer-in-charge in Foundations, footings, bases of columns, etc. for mass concrete
6000
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Centering and shuttering for walls (any thickness), including attached pilasters, buttresses, plinth and string courses etc., including strutting, propping etc. and removal of form for all heights as per standards and as directed by the Engineer-in-charge in Walls (any thickness) including attached pilasters, butteresses,
plinth and string courses etc.
21000
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Centering and shuttering for suspended floors, roofs, landings, balconies and access platforms, including strutting, propping etc. and removal of form for all heights as per standards and as directed by the Engineer-in-charge in Suspended floors, roofs, landings, balconies and access platform
5500
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Providing and laying steel reinforcement of hot rolled deformed bars (Fe500D) for RCC work including straightening, cutting, bending, placing in position and binding all complete at all levels as per specifications and as directed by the Engineer-in-Charge.
1890000
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Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 40mm, aggregate cement ratio not to exceed 13.5:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 160 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 MPa at 7 days, mixed in a batching plant, transported to site, including all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge.
32000
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Design, providing and laying Pavement Quality Concrete (PQC) produced in a batching plant having a Characteristic flexural strength i.e. minimum flexural strength of 4.1 MPa at 28 days using minimum 360 Kg of ordinary Portland cement of 43 grade ,Manufactured crusher sand as fine aggregate, graded stone aggregates of 40 mm nominal size in appropriate proportion as per specification and job mix formula, laid in panels as per drawings/design as approved by the Engineer-In-Charge using (Slip form paver with sturdy shuttering materials/Manual method) including making necessary provision for expansion joint, construction joint ,dummy joint curing , etc. complete as per direction of Engineer-in-Charge .
60000
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Providing and fixing 18 mm to 20 mm wide 450 mm deep expansion joints in concrete pavement slabs with non extruding, non bituminous closed cell compressible semi rigid type poly ethelene joint filler board like capcell HD-100(SILFLEX)(top 25mm filled with approved polysulphide joint sealing compound (conforming to grade BS 5212:1990 or IS11433-1995 ) including painting the sides of slab with approved appropriate primer to receive the specified sealing compound complete as per specification and directions of the Engineer in charge.
2600
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Providing and fixing 18 mm to 20 mm wide 200 mm deep expansion joints in concrete pavement slabs with non extruding ,non bituminous closed cell compressible semi rigid type poly ethelene joint filler board like capcell HD-100(SILFLEX)(top 25mm filled with approved polysulphide joint sealing compound (conforming to grade BS 5212:1990 or IS11433-1995 ) including painting the sides of slab with approved appropriate primer or equivalent to receive the specified sealing compound complete as per specification and directions of the Engineer in charge.
600
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Providing, cutting and placing of dowel bar,of specified diameter, length and spacing as per design drawing of approved quality in the pavement quality concrete etc. complete as per airfield pavement quality concrete specification clause 3.10 including approved bituminous painting, quality control testing, maintenance and protection as directed by and to the satisfaction of engineer-in-charge.
387200
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Providing and constructing Solid concrete block masonry M-10 grade (mix 1:3:6) (1 cement : 3 Crusher sand : 6 6mm metal) in C.M. 1:6 (1 cement, 6 coarse sand) with Solid blocks of 30x20x15cm size and approved quality including scaffolding, raking out of joints, curing, cost and conveyance of all materials, labour, lead, lift etc. complete for all types of masonry works above plinth level upto floor five level as directed by Engineer-in-charge.
1050
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Providing and constructing Solid concrete block masonry M-10 grade (mix 1:3:6) (1 cement : 3 Crusher sand : 6 6mm metal) in C.M. 1:6 (1 cement, 6 coarse sand) with Solid blocks of 30x20x15cm size and approved quality including scaffolding, raking out of joints, curing, cost and conveyance of all materials, labour, lead, lift etc. complete for all types of masonry works below the highest plinth level as directed by Engineer-in-charge.
210
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ROAD WORK
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Supplying and filling with Manufactured crusher sand under floors including watering, ramming, consolidating and dressing etc. complete as directed by the Engineer in- charge.
27000
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Supplying and filling 40mm to 12mm graded broken stone aggregate in layers in specified thickness etc. complete as per specification and as directed by the Engineer in charge
8500
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Supplying and filling GSB material with available good excavated earth 40% :60% (40%GSB material: 60% Available good excavated earth (liquid limit 50 & pasticity index15 ) By volume in layers, each layer not exceeding 300 mm loose in thicknesss as directed by Engineer In-Charge and consolidating each layer with vibratory rollers of adequate capacity suitable for earth compaction under OMC condition to give a density not less than 98% of modified proctor density at OMC as determined under IS 2720 part 8 1983 including levelling fine dressing to the required camber, grade and slope etc. Complete as per specification and as directed by Engineer In-Charge.
12000
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Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads& lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
40000
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Providing and laying rubble packing by doing extra excavation For a depth of 40cm and packing the voids with granular subbase materials and consolidating with a vibratory roller etc. Complete as per specification and as directed by the Engineer in charge.The item will be measured in Cum. The rate shall include all operations such as excavation with all lead & transport, filling the gaps with GSBC and consolidation with vibratory roller of 8t capacity etc. as directed by the Engineer-In Charge.
30000
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Painting runway/taxi track/apron marking with WBR paint with minimum volume of solids 60% and average weight per litre 1.6 kg of approved make and quality, in one or more number of coats, as per manufacturer specification, to give uniform finish and applying at a rate to get a wet film thickness of minimum 350 microns, and with Type I (gradation A) glass beads having refractive index 1.5 conforming to specification TT-B-1325D applying at the rate of 0.5 kg/sq.m with painting machine Graco Line Lazer V 250 DC or any other make approved by CIAL, with two or more guns and glass bead dispenser, including cleaning the surface from all dirt, scales, oil, grease and foreign material, etc. with paint removal machine/high pressure water jet and lining out complete and as directed by the Engineer-in-charge.
4800
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Painting runway/taxi track/apron marking with WBR paint with minimum volume of solids 60% and average weight per litre 1.6 kg of approved make and quality, in one or more number of coats, as per manufacturer specification, to give uniform finish and applying at a rate to get a wet film thickness of minimum 350 microns, and with Type III glass beads having refractive index 1.9 conforming to specification TT-B-1325D applying at the rate of 0.5 kg/sq.m with painting machine Graco Line Lazer V 250 DC or any other make approved by CIAL, with two or more guns and glass bead dispenser, including cleaning the surface from all dirt, scales, oil, grease and foreign material, etc. with paint removal machine/high pressure water jet and lining out complete and as directed by the Engineer-in-charge.
1100
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Painting taxi track or apron marking with 2 or more coats to give uniform finish with IS: 164 road marking paint of superior make as approved by the engineer-in-charge, applying with painting machine Graco Line Lazer V 250 DC or any other make approved by CIAL, including cleaning the surface of all dirt, scales, oil, grease and foreign material, etc. with paint removal machine/high pressure water jet and lining out complete and as directed by the Engineer-in-charge
3300
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Providing and laying factory made Cement Concrete paver blocks of M40 Grade, 80mm thickness & size/shape, made by table vibratory method using PU mould, laid in required pattern over 50mm thick compacted bed of Manufactured crusher sand or 6mm aggregates , compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using vibratory roller, filling the joints with Manufactured crusher sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer's specifications & direction of Engineer- in-Charge. 80mm thick C.C. paver block of M-40 grade with approved colour, design & pattern.
5000
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Letter painting at apron (2m height) with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on concrete/bituminous surface, including cleaning the surface of all dirt, scales, oil, grease and foreign material with paint removal machine or high pressure water jet etc. complete and as directed by the Engineer-in-charge
300
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Letter Painting at apron (0.50m height) with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on concrete/bituminous surface, including cleaning the surface of all dirt, scales, oil, grease and foreign material with paint removal machine/ high pressure water jet etc. complete and as directed by the Engineer-in-charge .
1000
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Flight emblem Painting at apron with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on concrete/bituminous surface, including cleaning the surface of all dirt, scales, oil, grease and foreign material with paint removal machine/ high pressure water jet etc. complete and as directed by the Engineer-in-charge
55
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Letter Painting at apron (1m height) with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on concrete/bituminous surface, including cleaning the surface of all dirt, scales, oil, grease and foreign material with paint removal machine etc. complete and as directed by the Engineer-in-charge.
150
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Letter Painting at apron, of 4 m height, with one or more number of coats to give uniform finish with ready mixed road marking paint conforming to IS: 164, on concrete/bituminous surface, including cleaning the surface of all dirt, scales, oil, grease and foreign material with paint removal machine etc. complete and as directed by the Engineer-in-charge.
120
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Conducting PCN evaluation in Apron & Taxiways with an approved & qualified agency having similar experience and submitting suffcient number of hard copies of the reportas per the direction of Engineer in Charge.
1
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Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler/pressure distributor at the rate of 0.3 kg/sq.m on the prepared bituminous surface and granular/concrete surface, after cleaning etc. complete as per the specifications and as directed by the Engineer-in-charge
6000
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Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler/pressure distributor at the rate of 0.35 kg/sq.m on the prepared concrete surface, after cleaning etc. complete as per the specifications and as directed by the Engineer-in-charge
6000
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Providing and laying design mix of Dense Graded Bituminous Macadam (grading 2), 50 to 100 mm average compacted thickness, using crushed stone aggregates of specified grading, premixed with bituminous binder of grade VG-30 @ minimum 4.5% (percentage by weight of total mix) and lime/cement filler @ 2% (percentage by weight of aggregate), prepared in Weigh batch Type Hot Mix Plant of 60-90 TPH capacity, transporting the hot mix to the work site by tippers, laying over a previously prepared surface (All cracks to be sealed properly with bitumen) with paver finisher equipped with electronic sensor to the required grade, level and alignment, and rolling with smooth-wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction, density and surface accuracy, etc. complete as per MORTH specifications and directions of the Engineer-in-Charge. (The rate quoted is inclusive of all material, including rate of VG-30 and operation of all activities to complete this item)
400
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Providing and laying Design mix Bituminous concrete using crushed stone aggregates of specified grading (grading 1), premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment, and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction, density and surface accuracy as per the approved the mix design, MORTH specifications and as per the directions of Engineer-in-Charge: 40/50 mm compacted thickness with bitumen of grade VG-30 @ minimum 5.2% (percentage by weight of total mix) and lime/cement filler @ 2% (percentage by weight of Aggregate) prepared in Weigh Batch Type Hot Mix Plant of 60-90 TPH capacity. (The rate quoted is inclusive of all material, including rate of VG-30 and operation of all activities to complete this item) .
320
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MISCELLANEOUS
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Providing and fixing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting , hosting, fixing in position and applying two coats of epoxy painitng over suitable epoxy priming coat of approved make all complete and as directed by the Engineer-in-charge.
210000
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Providing and fixing foundation bolt of required size as per design for blast fence and as per the direction of Engineer- in – charge. The work is to be carried out by a specialised agency having experience in similar nature of work, approved by the client.
9600
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Design, providing and fixing trapezoidal decking profile of required thickness (minimum 1.2mm) as per design for blast fence, including necessary priming and painting, etc.as directed by Engineer in-charge. This work is to be carried out by a specialised agency having experience in similar nature of work, approved by the client.
21000
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Design, providing and laying Ductile iron F900 grating with side rails laid over the drains in apron area, of 300mm width as per specification and as directed by the engineer in charge. This work is to be carried out by a specialised agency having experience in similar nature of work, approved by CIAL. These railings should be capable of withstanding aircraft load of minimum 900 KN. The agency has to execute the load test(minimum 02 Nos. ) in the presence of CIAL officials before laying the same at site.
1000
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Design, providing and laying Ductile iron F900 grating with side rails laid over the drains in apron area, of 100mm width as per specification as directed by the engineer in charge. This work is to be carried out by a specialised agency having experience in similar nature of work, approved by CIAL. These railings should be capable of withstanding aircraft load of minimum 900 KN. The agency has to execute the load test (minimum 02 Nos.) in the presence of CIAL officials before laying the same at site.
500
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Design, providing and laying ductile iron F-900 cover with frame with clear opening size of 600mmX600mm size for transformer pits coming over the apron area, as per specifications and as directed by the engineer in charge. This work has to carried out by a specialised agency having experience in similar nature of work, approved by the CIAL. These transformer pit covers should be capable of withstanding aircraft load of minimum 900 KN. The agency has to execute the load test (minimum 02 Nos) in presence of CIAL officials before laying the same at site. The rate quoted should be inclusive of all necessary test .
200
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Supplying and laying 300 mm diameter twin RCC hume pipe of NP-3 class as cable duct, encased all around in PCC 1:3:6, 200 mm thick including excavation, provision of pull through wires and end caps etc. complete as per specification and as directed by the Engineer-in-Charge.As cable ducts encased all around in PCC 1:3:6 200 mm thick including excavation, provision of pull through wires and end caps etc. complete as per specification and as directed by the engineer in charge.
1000
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Supplying and laying 300 mm diameter single RCC hume pipe of NP-3 class as cable duct, encased all around in PCC 1:3:6, 200 mm thick including excavation, provision of pull through wires and end caps etc. complete as per specification and as directed by the Engineer-in-Charge. As cable ducts encased all around in PCC 1:3:6 200 mm thick including excavation, provision of pull through wires and end caps etc. complete as per specification and as directed by the engineer in charge.
1300
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Supplying and laying 300mm dia single-RCC hume pipes of NP3 class as cable ducts encased all-round in M sand 200mm thick including excavation , provision of pull through wires and end caps etc. complete as per specification and as directed by the engineer in charge
400
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Providing and laying heavy duty cast iron manhole cover of size 600 mm x 600 mm of approximate weight 210 kg complete as per the direction of Engineer-in-Charge.
60
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Providing and fixing concertina coil fencing with punched tape concertina coil 600mm dia, having 50nos rounds per 3m length up to a height of 4m with angle iron 'X ' shaped placed 2.4 m to 3 m apart with 6 horizontal R.B.T reinforced barbed wire, stud tied with copper wire (1.2mm) and G I clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron ,all complete as per the direction of Engineer in charge ,with reinforced barbed tape (R.B.T)/ Spring Core ( 2.5mm thick) wire of high tensile strength of 165 kg/mm2 with tape (0.52 mm thick) and weight 43.478g/m (cost of M.S.angles shall be paid separately) as per specifications and as directed by the Engineer in charge.
2100
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Groove cutting/Kerf cutting in the existing PQC panels of minimum 6mm wide and 100mm depth, for laying cables for bay centreline lights or any item similar to it including cleaning the groove, filling the gap after laying the cables with backup rods and poly sulphide joint sealant by a specialised agency etc, complete as per technical specification and as per the direction of the Engineer in charge.
4000
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Providing and erecting 2.00-metre-high 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 execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.
150
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