Development of Vehicle Parking Facility near Import Cargo Building

Amount

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 5km outside the periphery of the area cleared, as per specifications & directions of the Engineer-in-charge.

Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material upto a distance of 5km, as per specifications & directions of the Engineer-in-charge. Beyond 30 cm girth upto and including 60 cm girth.

Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material upto a distance of 5km, as per specifications & directions of the Engineer-in-charge. Beyond 60 cm girth upto and including 120 cm girth.

Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material upto a distance of 5km, as per specifications & directions of the Engineer-in-charge. Beyond 120 cm girth upto and including 240 cm girth.

Earth work in excavation for all kinds of soil by mechanical means (Hydraulic excavator/ manual means) over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth, lead upto 5km and lift upto 1.5m, as per specifications & directions of Engineer-in-charge.

Earth work in excavation for all kinds of soil by mechanical means (Hydraulic excavator/ manual means) in foundation trenches or drains (not exceeding 2.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil, lead upto 5km and lift upto 1.5m, as per specifications & directions of Engineer-in-charge.

Filling available excavated earth (excluding rock) 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 50m and lift upto 1.5m, as directed by the Engineer-in-charge.

Supplying and filling in plinth under floors or trenches, in areas with crusher sand, including watering, ramming, consolidating and dressing, cost and conveyance of all materials, labour charges, lead, lift etc. complete at all levels as per specifications and as directed by the Engineer-in-charge.

Construction of granular sub-base by providing close graded material conforming to specifications of Grade-I (size range 75mm to 0.075mm) having CBR Value-30, 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 directions of Engineer-in-charge and design and specification as per MoRTH.

Providing, laying, spreading and compacting graded 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 & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory power roller of 10 to 12 tonne capacity to achievethe desired density, complete as per directions of Engineer-in-charge and design and specification as per MoRTH.

Providing and laying 80mm thick High-density cement concrete interlocking paver block of M-40 grade as per IS: 15658-2006 made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required line, level, curvature, colour and pattern over and including 50mm thick compacted bed of baby metal, filling the joints with coarse sand etc., all complete including cost and conveyance of all materials, labour charges, lead, lift, etc. as per specifications & as directed by the Engineer-in-charge.

Providing and laying in position cement concrete of specified grade, properly mixed and consolidated with hand rammers, including cost and conveyance of all materials, labour, curing, lead, lift, etc., excluding the cost of centering and shuttering, as per specifications & directions of Engineer-in-charge, at all levels. 1:4:8 (1cement : 4coarse sand (zone-III) : 8graded stone aggregate 20 mm nominal size).

Providing and laying in position machine batched, machine mixed and machine vibrated design mix M-25 grade cement concrete conforming to IS:456 or IS:10262 for reinforced cement concrete work, using cement content as per approved design mix, coarse sand conforming to IS:383 and 20mm nominal size graded hard granite broken stones, 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 specifications and directions of Engineer-in-charge. Minimum cement content is 400kg/cum, for works at all levels.

Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding with 16 gauge GI binding wire etc. complete including cost, conveyance, lead, lift of all materials for all types of RCC works as per drawing/ specifications and as directed by the Engineer-in-charge, for works at all levels. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal of form work as per specifications and directions of the Engineer-in-charge, for : Foundations, footings, bases for columns, etc.

Centering and shuttering including strutting, propping etc. and removal of form, as per specifications and directions of the Engineer-in-charge, for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. For works at all levels.

Centering & shuttering including strutting, propping etc. and removal of form, as per specifications and directions of the Engineer-in-charge, for : Suspended floors, roofs, landings, balconies and access platform. For works at all levels.

Providing and constructing solid concrete masonry M-10 grade (mix 1:3:6) (1cement: 3crusher sand: 6 6mm metal) in CM 1:6 (1cement: 6coarse sand) with solid blocks of standard sizes 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. For works at all levels, as per specifications and as directed by the Engineer-in-charge.

6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand), including cost and conveyance of all materials, lead, lift, labour charges, curing, scaffolding, sundries etc. complete as per specifications and as directed by the Engineer-in-charge. For works at all levels.

Finishing external walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67ltr/ 10sqm over and including priming coat of exterior primer applied @ 2.20kg/ 10sqm), including cost and conveyance of all materials, lead, lift, labour charges, scaffolding, cleaning the surface, sundries etc. complete as per specifications and as directed by the Engineer-in-charge. For works at all levels.

Providing and Laying Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard of required color shade, 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). All complete as per specifications and as directed by the Engineer-in-charge.

Providing and fixing GI mesh not less than 6mm dia fixed to structural frame work including cutting of wire mesh and welded with structural frame work including cost and conveyance of all materials, all labour charges, lead, lift sundries, etc. complete, including applying one coat zinc chromate primer and steel enamel paint (two or more coats), as directed by Engineer-in-charge.

Providing and fixing Steel work welded in built up sections/ framed work: In gratings, frames, fences, guard bar, ladder, railings, brackets, gates, chequered plate and similar works. All complete including applying a priming coat of approved steel primer and steel enamel paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications, including cost and conveyance of all materials, labour, sundries, scaffolding, lead, lift, cutting, welding, bolting, hoisting, fixing in position, etc. complete as per specification and as directed by Engineer-in-charge.

Core cutting work on RCC/CC slabs using specialized machinery up to dia of 12cm at all levels including cost of all materials, labour charges, etc. complete as per directions of Engineer-in-charge.

Cutting of RCC works up to a depth of 15cm using specialized machinery without damaging the balance RCC works at all levels, as per the directions of Engineer-in-charge. Cutting length to be measured.

Demolishing of R.C.C. work manually/ by mechanical meansand stockpiling at designated locations and disposal of dismantled materials up to a lead of 5 km, stacking serviceable and unserviceable material separately including cutting reinforcement bars, complete as per directions of Engineer-in-charge.

Demolishing of brick work/solid block in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 5 km lead as per directions of Engineer-in-charge.

Dismantling of steel work in single sections (channels, angles, tees and flats) and GI mesh including dismembering and stacking within 5 km lead, as per directions of Engineer-in-charge.

Dismantling of GI mesh not less than 6mm dia fixed to structural frame work including cutting of wire mesh and stacking within 5 km lead, as per directions of Engineer-in-charge.

Prathiba Developers (P) Ltd. (BID ID -2223426)

POONAM GRAH NIRMAN PVT LTD (BID ID -2223355)

M.N.B.NAIR ENGG CONTRACTORS (BID ID -2223026)

Creators Constructions (BID ID -2223221)

BASIL MATHEW (BID ID -2223440)

Sri Ganapathy Infrastructure Private Limited (BID ID -2223576)

sri Avantika Contractors (I) limited (BID ID -2223455)

ACCURATE INFRASTRUCTURE (BID ID -2223108)

Outlook Communications (P) Ltd (BID ID -2221609)

VIJAY CONSTRUCTIONS (BID ID -2223591)