Cochin International Airport Limited Tender
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Costs
EMD
₹ 10,00,000Document Cost
₹ 2,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CIAL_626050_1Bid Award Id
ViewTender No
CIAL/CIVIL/623/E16Tender Authority
Cochin International Airport Limited ViewPurchaser Address
-Website
http://https://cial.aero/
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Documents
BOQ Items
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Providing and construction of subgrade (good laterite earth) of approved specifications and earthen shoulders in layers of maximum height 200mm and compacted at OMC to 97% of maximum dry density with approved material obtained from borrow pits satisfying the requirement of minimum soaked CBR value of 10 with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirements complete and as per direction of Engineer in charge.
6600
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Providing , laying spreading of granular sub base by providing coarse graded material conforming to Grade 1 of MORTH clause (400-2) in layers of maximum height 200mm and compacted to OMC 98% of maximum dry density by providing coarse graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotator at OMC and compacting with vibratory roller to achieve the desired density etc complete and per direction of Engineer in charge
4602
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Providing , laying spreading and compacting stone aggregate(size range 53mm to 0.075mm) to Wet Mix Macadam (WMM) specification including premixing the material with water at OMC in for all leads and lifts ,laying in uniform layers with mechanical paverfinisher in sub -base/ base course on well prepared surface and compacting with vibratory roller of 8-10 ton capacity to achieve desired density completed as per specifications and directions of the Engineer in charge
3300
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Providing and applying prime coat with bitumen emulsion on prepared surface of Wetmix surface including cleaning with mechanical broom of road surface and spraying primer at the rate of 0.75kg/sqm using mechanical means etc complete and as per direction of engineer in charge
19780
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Providing and applying tack coat with bitumen grade VG-30 (60-70) using pressure distributor at the rate of 0.50 kg per sqm on the prepared bitumious /granular surface cleaned with mechanical broom etc complete and as per direction of Engineer in charge
40000
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Providing and laying bituminous macadam (as per MoRTH Clause 504) using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers and finishing with pneumatic tyre roller as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
921
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Providing and laying Bituminous concrete (As per MoRTH Clause 507) using crushed stone aggregates of specified grading, 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 and finishing with pneumatic tyre roller to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40 mm compacted thickness with bitumen of grade VG-30 @ 5.4% (percentage by weight of total mix) and cement filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity
730
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Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
480
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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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as per standards and as directed by the Engineer in Charge, within a lead of 5 Km. All kinds of soil
1690
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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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as per standards and as directed by the Engineer in Charge, within a lead of 5 Km. Ordinary rock
520
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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 (zone-III) : 8 graded stone aggregate 40 mm nominal size) as per standards and as directed by the Engineer in Charge
237
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Providing and laying cement concrete of specified grade properly mixed and consolidated with hand hammers, including cost and conveyance of all materials, labour, curing, lead, lift etc. complete as directed by the Engineer-in-charge at all levels. For screed concrete :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). Minimum cement content 320 kg per cum
291
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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. Minimum cement content 400kg/cum upto plinth level
431
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Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete as per standards and as directed by the Engineer in Charge
1501
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Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. as per standards and as directed by the Engineer in Charge
5310
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Providing and laying of TMT Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more as per standards and as directed by the Engineer in Charge
73500
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Providing and filling M-sand in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
977
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6mm cement plaster of mix 1:4 (1 cement : 4 fine sand)including cost and conveyance of all materials, lead, lift, labour charges, curing, scaffolding, sundries , etc complete at all levels as per specifications and direction of Engineer-in-charge.
1300
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Providing and applying one coat of water thinnable cement primer of approved brand and manufacture on concrete kerb
1300
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Providing and painting with synthetic enamel paint of approved brand and manufacture to give an even shade with two or more coats on new work
1300
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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by hydraulic method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 50 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
1350
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Structural steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer and two or more coats of synthetic enamel paint of approved colour etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
42780
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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 (zone-III) : 6 graded stone aggregate 20 mm nominal size) as per standards and as directed by the Engineer in Charge
30
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Supplying and laying of approved quality and size pressed cement tiles with minimum thickness 22mm for outdoor floors such as footpath laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns . The rate shall include cost and conveyence of all materials and labour,lead,lift,joints finished with white cement mixed with matching pigments etc and complete as per direction of Engineer-in-Charge. Base price of pressed cement tiles Rs 35 per Sqft
675
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Providing and laying of 150mm dia GI pipes as sleeves as per the directions of the Engineer in charge
5538
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Providing, fixing and commissioning of PVC 10 kg/cm2 pipes as detailed in Specifications, for the rainwater drainage system and as directed by the engineer-in-charge complete with making joints with solvent cement, Pipe supports , sockets , bends etc. Dia : 160mm
1100
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Providing, fixing and commissioning of PVC 10 kg/cm2 pipes as detailed in Specifications, for the rainwater drainage system and as directed by the engineer-in-charge complete with making joints with solvent cement, Pipe supports , sockets , bends etc. Dia : 110mm
400
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 5 Km lead as per direction of Engineer - in - charge
20
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Demolishing R.C.C work at all levels, including stacking of steel bars and disposal of all unserviceable materials,including dismantling of conduits, wires etc within 5km lead as per direction of Engineer-in-Charge
100
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Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 5 km lead as per direction of Engineer-in-charge : Bituminous roads of thickness upto 10cm
3700
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Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 5 km lead as per direction of Engineer-in-charge : Granular road of thickness upto 10cm
1350
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Dismantling and stacking of GI posts including dismembering and stacking within a lead of 5km as directed by the Engineer in charge
1200
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Providing and erecting Cautionary/Mandatory/Informatory signs with 10 years warranty , made out of retro reflective sheeting conforming to Type XI standards of ASTM D 4956 – 09 & as per IRC 67-2012 specifications fixed over 2mm thick aluminium sheet, fixing and supplying of frame work including nuts and bolts etc. excluding poles and structural steel
50
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Providing and fixing GI Pipe of approved size(Class B) and make for erecting sign boards including fixing in concrete etc. in lines and levels as per specification and as directed by the engineer in charge. Cost of concrete shall be paid separately
500
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Finishing with epoxy paint, two or more coats, at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface etc. complete on steel work as directed by the Engineer in charge
20
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Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in slabs including the cost of required centering, shuttering but , excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
30
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Extra for laying reinforced cement concrete/plain cement concrete 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 measured from the subsoil water level up to the centre of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under sub - soil water conditions.
250
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Extra for quantities of earth works, executed in or under water and/or liquid mud, for all lifts, including cost of pumping or bailing out water and removing slush etc. complete. The unit will be cu.m/metre depth. The quantity shall be measured as the depth measured from the sub soil water level up to the centre of gravity of the qty executed in difficult conditions multiplied by the quantity executed under subsoil water. The depth shall be reckoned correct to 0.10 m, 0.05 m or more shall be taken as 0.10 m and less than 0.05 m ignored.
450
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