Cochin International Airport Limited Tender
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Costs
EMD
₹ 10,00,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CIAL_687765_1Bid Award Id
ViewTender No
CIAL/CIVIL/614B/E19Tender Authority
Cochin International Airport Limited ViewPurchaser Address
-Website
http://https://cial.aero/
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Documents
BOQ Items
Boring through rock, N100, conducting standard penetration tests, collection of disturbed/undisturbed soil samples, as per standard specifications and directions of the Engineer-in-charge.
1
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Conducting laboratory tests on disturbed and undisturbed samples collected to find out the shear parameters, grain size analysis, index properties, natural moisture content, bulk density, consolidation test and chemical tests etc. as per relevant IS code specifications and directions of the Engineer-in-charge, and submitting 2 copies of complete report consisting of each and every detail of locations, borehole profiles and cross-sections, description of soil strata, laboratory and field test results, comments and proper recommendation for foundation.
1
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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared as per specifications and direction of Engineer-in-charge
2443
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Rotary boring, providing and installing bored cast in situ reinforced cement concrete piles of grade M35 (with a minimum cement content of 420 kg/cum) of specified diameter and length below the pilecap to carry a safe working, load not less than specified, excluding the cost of steel reinforcement but including the cost of socketing in hard rock for a depth not less than 50cm, using rotary boring pile rig, bentonite solution, disposal of bored muck and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pilecap,etc.all complete as per specification and directions of the engineer-in- charge, including the mobilisation charges and removal of excavated earth with all lifts and leads(length of pile for payment shall be measured upto the bottom of pilecap) 450mm dia piles
1020
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Conducting high strain Dynamic test(Test load 1.5 times the safe capacity including surface preparation of pile top by removing soil,mud,dust & chipping lean concrete lumps etc and use of computerised equipment and high skill trained personal for conducting the test, provision for 4.6T hammer, steel helmet plywood cushion guide frame for testing, data analysis & submission of results, all complete as per direction of engineer-incharge
1
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Earth work in excavation for all kinds of soil 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 directed, within a lead of 50m, as per specifications & directions of Engineer-in-charge.
1627
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Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.: Ordinary Rock
50
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Earth work 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 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
60
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Earth work 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 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. but for every additional lift of 1.5 to 3m or part there of- All kinds of soil
13
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Extra for quantities of earth works, executed in or underwater and/or liquid mud, 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.- For foundation Trenches
81
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Extra for quantities of earth works, executed in or underwater and/or liquid mud, 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. - For Overareas upto 1.5m
12
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Extra for quantities of earth works, executed in or underwater and/or liquid mud, 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. - For Overareas from 1.5 to 3m
4
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Disposal of excavated earth by mechanical means, including loading, transporting, unloading to approved dumping ground or as approved by Engineer in- charge, beyond 50 m initial lead, for a lead up to 5 km, including all lifts involved.
763
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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 upto 1.5 m, as per specifications & directions of Engineer-in-charge.
173
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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.
358
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Supplying and filling of Red earth by mechanical means and construction of subgrade in layers of maximum height 150mm and compacted with soil compactor of adequate capacity as per MORTH 305, with approved material obtained rom borrow pits satisfying the requirement of minimum soaked CBR value of 10(ten) 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
711
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Providing and applying anti-termite treatment by injecting chemical emulsion Imidacloprid emulsiable concentrate 0.075% for pre-constructional treatment
and creating a chemical barrier as per IS 6313 (Part II) 2001 for wall trenches, foundation, top surface of plinth filling, foundation of wall and floor, along the external perimeter of the building, etc. complete conforming to manufacturers specification and as directed by the Engineer-in-Charge. (Plinth area only to be measured for the payment)
2775
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Providing and constructing solid concrete masonry M-10 grade (mix 1:3:6) (1 cement: 3 crusher sand: 6 6mm metal) in CM 1:6 (1 cement: 6 coarse 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 up to the highest plinth level as per specifications and as directed by the Engineer-in-Charge.
25
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Providing and constructing solid concrete masonry M-10 grade (mix 1:3:6) (1 cement: 3 crusher sand: 6 6mm metal) in CM 1:6 (1 cement: 6 coarse 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 above the highest plinth level up to floor V level as per specifications and as directed by the Engineer-in-Charge.
188
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Providing and constructing 100 mm solid block masonry in CM 1:4 (1 cement, 4 crushersand) in partition walls, parapets, etc. with bl ocks of standard sizes and of approved quality (average compressive strength not less than 7N/mm2) including scaffolding, raking out of joints, curing, cost and conveyance of all materials, lead,lift, etc.complete including providing 2 Nos. of 6mm dia bars as rein forcement at every third layer wherever specified (Reinforcement shall be measured and paid for under relevent item ) and as directe d by Engineer-in-Charge.
67
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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 - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
100
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Providing and laying cement concrete of specific grade properly mixed and consolidated with hand rammers, including cost and conveyance of all materials, labour, curing, lead lift , etc. complete as directed by Engineer-in-Charge at all levels. For screed concrete 1:2:4 (1 Cement : 2coarse sand : 4 graded stone aggregate 6mm nominal size)
26
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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 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
5
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Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost and conveyance of all materials, labour charges, lead, lift, etc. complete at all levels, as per specifications & directions of Engineer-incharge.
71
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Extra for providing and mixing water proofing compound in cement concrete work/masonry work/plastering work etc. in doses by weight of cement as per manufacturer's specification, including cost and conveyance of all materials, labour, curing, lead, lift, etc. complete as per specifications and as directed by the Engineer in-charge at all levels.
362
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Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil, as per specifications & directions of Engineer-incharge.
71
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Providing and laying in position machine batched, machine mixed and machine vibrated design mix M-30 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 20 mm 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 410 kg/cu.m. All works up to plinth level.
104
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Providing and laying in position machine batched, machine mixed and machine vibrated design mix M-30 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 20 mm 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 410 kg/cu.m. All works above plinth level up to floor V level
35
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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 20 mm 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 400 kg/cu.m. All works up to plinth level.
196
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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 20 mm 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 400 kg/cu.m. All works above plinth level up to roof level
84
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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.
43
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Steel reinforcement for R.C.C. 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 all works up to highest plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
48517
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Steel reinforcement for R.C.C. 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, all works above plinth level up to floor V level. Thermo-Mechanically Treated bars of grade Fe-500D or
more
14765
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Centering and shuttering including strutting, propping etc. and removal of form, as per specifications and directions of the Engineer-in-charge, for Foundations, footings, bases of columns, etc. for mass concrete. All works up to plinth level
427
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Centering and shuttering including strutting, propping etc. and removal of form, as per specifications and directions of the Engineer-in-charge, for :Lintels, beams, plinth beams, girders, bressumers and cantilevers- All works up to plinth level
496
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Centering and shuttering including strutting, propping etc. and removal of form, as per specifications and directions of the Engineer-in-charge, for : Columns, Pillars, Piers, Abutments, Posts and Struts- All works up to plinth level
42
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Centering and shuttering including strutting, propping etc. and removal of form, as per specifications and directions of the Engineer-in-charge, for :Lintels, beams, plinth beams, girders, bressumers and cantilevers- All works above plinth level up to roof level
333
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Centering and shuttering including strutting, propping etc. and removal of form, as per specifications and directions of the Engineer-in-charge, for : Columns, Pillars, Piers, Abutments, Posts and Struts- All works above plinth level up to floor V level
389
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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. All works above plinth level up to floor V level
184
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Centering and shuttering including strutting, propping etc. and removal of form, as per specifications and directions of the Engineer-in-charge, for : Weather shade, Chajjas, corbels etc., including edges. All works above plinth level up to floor V level
76
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Centering and shuttering including strutting, propping etc. and removal of form, as per specifications and directions of the Engineer-in-charge, for : Stairs, (excluding landings) except spiral-staircases, at all levels above plinth level
26
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Centering and shuttering including strutting, propping etc. and removal of form, as per specifications and directions of the Engineer-in-charge, for : Edges of slabs and breaks in floors and walls- Under 20 cm wide. All works above plinth level up to floor V level
208
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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.
685
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Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
122
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Providing and fixing GI chicken wire mesh of 24 gauge with minimum of 15 cm overlap at junctions of brick masonry and RCC, when brick work done after the casting of RCC beams and columns including drilling the concrete/brick and fixing with fibre plug, screw & washers of suitable size etc. including cost & conveyance of all materials, labour, scaffolding charges etc. complete as per specification and as directed by engineer-in-Charge, at all levels
1015
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15 mm 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 as per specifications and as directed by the Engineerin-charge.
1251
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12mm 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.
1635
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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 Engineerin-charge. All works at all levels.
165
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Providing and fixing 9.5mm Gypboard false ceiling tiles or equivalent of size 595x595mm in line and horizontal level suspended on interlocking metal grid of hot dipped galvanized steel sections (galvanised @ 120 grams/sqm) consisting of main T runner with suitably spaced joints to get required length and of size 24x38mm made from 0.3 mm thick (minimum) sheet, spaced at 1200 mm center-tocenter and cross T of size 24x25mm made of 0.3 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center-to-center to form a grid of 1200 x 600 mm and secondary cross "T" of length 600 mm and size 24 x 25 mm made of 0.3 mm thick (minimum) sheet to be interlocked at middle of the 1200 x 600 mm panel to form grids of 600mmx600mm and wall angle of size 24x24x0.3 mm and laying 9.5mm thick Gypboard plain ceiling tiles in the grid including painting the bottom exposed face of the tile with two coats of emulsion paint over one coat of approved primer, cutting/making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., main T runner shall be suspended from ceiling using GI slotted cleats of size 27x37x25x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4mm GI adjustable rods with galvanized butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200mm center-to-center along main T, bottom, exposed width of 24mm of all T sections shall be pre-painted with polyester paint, all complete at all heights as per specifications as directed by the Engineer-in-Charge.
129
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer, 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. All works at all levels.
4683
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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete, including cost and conveyance of all materials, lead, lift, labour charges, scaffolding, sanding and cleaning the surface, sundries etc. complete as per specifications and as directed by the Engineer-in-charge. All works at all levels.
1734
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Finishing external walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm), 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. All works at all levels.
1150
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Painting of interior walls with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats, 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 Engineerin- charge. All works at all levels.
1734
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade, at all levels, as per specifications and directions of the Engineer-in-charge : Two or more coats on new work
659
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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.: Steel work
1199
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Aluminium (Fixed Portion)
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, properly removing the stickers, cleaning & clearing the debris from all levels and disposing, all complete as per architectural drawings & specifications and the directions of Engineer-in-charge at all levels. (Glazing, paneling and dash fasteners to be paid for separately) :For fixed portion-Powder coated aluminium (minimum thickness of powder coating 50 micron) The rate shall include cost & conveyance of all materials, labour charges, lead, lift, etc. complete
832
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Aluminium Door Movable part
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, properly removing the stickers, cleaning & clearing the debris from all levels and disposing, all complete as per architectural drawings & specifications and the directions of Engineer-in-charge at all levels. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)- Powder coated aluminium (minimum thickness of powder coating 50 micron) The rate shall include cost & conveyance of all materials, labour charges, lead, lift, etc. complete
698
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Pre laminated Board
Providing and fixing 12 mm thick Pre-laminated particle board with decorative lamination on both sides flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin-charge
9
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Glass Panes 5.5mm Thick
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5.50 mm thickness
67
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Glass Panes 4mm Thick
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness
57
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Mortice latch & lock
Providing and fixing Brass 100 mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete, including cost and conveyance of all materials, labour charges, lead, lift, etc. as directed by the Engineerin-charge at all levels.
8
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Window Stay
Providing and fixing stainless steel adjustable friction window stays with necessary stainless screws etc screws etc. complete as per specifications and direction of Engineer-in-charge. 255x 95 mm
69
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Handles
Providing and fixing 125 mm aluminium handles for window shutters, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete, including cost and conveyance of all materials, labour charges, lead, lift, etc. as directed by the Engineer-in-charge at all levels.
69
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Floor Spring
Providing and fixing double action hydraulic floor spring with stainless steel cover plate minimum 1 .25 mm thickness of approved brand and manufacture conforming to IS: 6315, having brand logo embossed on the body/ plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.
2
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Tower bolts
Providing and fixing aluminium tower bolts, 200x10 mm, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete, including cost andconveyance of all materials, labour charges, lead, lift, etc. as directed by the Engineer-in-charge at all levels
9
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Hydraulic Door closer
Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete, including cost and conveyance of all materials, labour charges, lead, lift, etc. as directed by the Engineer-in-charge at all levels.
7
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PVC Door Frame
Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer#s specification and directions of Engineer- in-Charge.
37
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PVC Door shutter
Providing and fixing factory made panel PVC door shutter, 30 mm thick (plain), consisting of frame madeout of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. Cost is inclucive of all nessecarry fittings but not limited to hinges, door knobs, handles, door lock, etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing.
11
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Providing and laying Polished Granite stone for toilet blocks, treads, risers and landing of staircase etc , in required design and patterns, in linear as well as curvilinear portions of the building, as per the architectural drawing s with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.(The purchase price excluding GST of Granite stone slab sho uld be taken as Rs.1800/sqm and any deviation plus or minus in the purchase price in approved shade will be adjusted(paid extra or deducted) while making payment to the contractor).
67
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-
Providing and laying fully vitrified tiles polished of approved size, quality, shade, make with true square edges in flooring as per approved pattern design/drawing over 20 mm average thick bed mortar 1:4 and cement slurry @ 4.4 kg/sqm or cement based high polymer modified quick set adhesive conforming to IS: 15477 using 5kg/sqm adhesive with minimum 12 mm thick , with 3mm spacer, jointing with epoxy joint filler of approved make to true lines and levels etc., complete, including cost and conveyance of all materials, labour charges, lead, lift, etc. as per specifications & as directed by Engineer-in-Charge at all levels, using 9 mm+1 mm thick tiles. (Considering the base price Rs. 664.00/sqm for vitrified tile)(Any deviation +/- in the purchase price will be adjusted separately)
199
-
-
Providing and laying Polished/matte vitrified tile skirting/dadoing of range 600 x 600 mm -605 x 605 mm, 9.0- 10 mm thick which is stain resistant and
chemical resistant of approved make, shade and pattern laid with cement based high polymer modified quickset adhesive confirming to IS:15477, in minimum 6mm thickness (as per manufactures' specification) having spacers 2mm with spacer filling with resin based epoxy grout with high degree of resistance to chemical attack,abrasion and resistance confirming to British Standards 5980:1980 ,including cost and conveyance of all materials, labour charges,lead, lift, curing, etc, complete and tile protection till handover as directed by Engineer in charge at all levels. The rate includes cutting the sharp edges of tiles with specialised machinery wherever required . The purchase price ( excluding GST) of double charged Polished Double charged vitrified tile should be taken as Rs664/sqm. and any deviation plus or minus in the purchase price( excluding GST) in approved shade will be adjusted(paid extra or deducted) while making payment to the contractor.The above work shall be carried out by an agency having sufficient experience in flooring and only skilled and experienced persons shall be employed for this purpose.
136
-
-
Providing and laying 20mm or nearest (+/-1mm) thick kiln seasoned & treated original North American Maple wood( second grade Northern hard maple, grade marked and stamped as produced by MFMA member manufacturer) flooring with planks of width 57 to 83mm in required design and patters, laid over chemically treated (anti-termite) pine wood sleepers of minimum size 30mm thick x 60mm width installed 30 to 35cm centre to centre, which rest on 10mm thick professional EPDM rubber pad/ air cushion pads on damp free & levelled concrete floor over 6 mil thick polyethylene sheet. The flooring to be machine sanded in uniform level and finished with primer and Gym coat polish Bona or equivalent and two coat game line markings including providing necessary fittings such as staples, cleats of required size, nails, adhesives etc complete as per the direction of Engineer-in-Charge. The work shall be executed as per manufacturers specifications by a specialised agency having sufficient experience in similar work and should ensure a warranty for any defective installation, material for a period of 5 years from the date of completion of said work.
344
-
-
Providing edge moulding to 18 to 20 mm thick granite for column bases , counters, Vanitiesetc., including machine polishing to edge to give high gloss finish etc complete as per specifications and direction of Engineer-in-charge
79
-
-
Extra for providing opening in granite
Extra for providing opening of required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps, etc. including moulding, rubbing and polishing of cut edges etc., cost and conveyance of all materials, labour charges, sundries complete at all levels, as per directions of Engineer-in-charge.
4
-
-
Supplying & laying and joining pasted type PVC pipes (working pressure 6kg/cm2) with PVC special such as tees bends door bend door tee union, etc with clamps including earth work refilling , cutting and making good the walls testing the line rectiiying any leakages or defects etc complete all as directed by the Engineer in charge for soil waste rain water , drains ventpipe etc for underground lines 63 mm dia complete as per specifications and direction of Engineer-in-charge.
50
-
-
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes (110mm dia)
114
-
-
CPVC Concealed work 20mm dia
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per specifications and directions of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc., including cost and conveyance of all materials, labour charges, sundries, etc. complete- 20 mm nominal outer dia Pipes at all levels.
100
-
-
CPVC Concealed work 25mm dia
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per specifications and directions of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc., including cost and conveyance of all materials, labour charges, sundries, etc. complete- 25 mm nominal outer dia Pipes at all levels.
100
-
-
CPVC concealed work 32mm dia Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per specifications and directions of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc., including cost and conveyance of all materials, labour charges, sundries, etc. complete- 32 mm nominal outer dia Pipes at all levels
100
-
-
CPVC external work 32mm dia Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints, including cost and conveyance of all materials, labour charges, sundries, etc. complete as per specifications and directions of Engineer in Charge. External work. 32 mm nominal outer dia Pipes
100
-
-
CPVC external work 50mm dia Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints, including cost and conveyance of all materials, labour charges, sundries, etc. complete as per specifications and directions of Engineer in Charge. External work. 50 mm nominal outer dia Pipes
100
-
-
PVC concealed work 50mm dia
Supplying, laying and jointing PVC pipes, with PVC specials such as tees, bends, door bend, door tee, elbows, unions etc. with fittings including fixing the pipe with clamps at 1.00 m spacing. This includes trenching, refilling, jointing of pipes & fittings with one step PVC solvent cement and testing of joints, rectifying any leakages or defects, etc. complete as per specifications and directions of Engineer -in-Charge, including cost and conveyance of all materials, labour charges, sundries, etc. completeConcealed work, including cutting chases and making good the wall etc. 50 mm pipe 10 kgf/ cm2, at all levels.
50
-
-
PVC concealed work 63mm dia Supplying, laying and jointing PVC pipes, with PVC specials such as tees, bends, door bend, door tee, elbows, unions etc. with fittings including fixing the pipe with clamps at 1.00 m spacing. This includes trenching, refilling, jointing of pipes & fittings with one step PVC solvent cement and testing of joints, rectifying any leakages or defects, etc. complete as per specifications and directions of Engineer -in-Charge, including cost and conveyance of all materials, labour charges, sundries, etc. completeConcealed work, including cutting chases and making good the wall etc. 63 mm nominal bore 10 kgf/sq.cm, at all levels.
557
-
-
PVC concealed work 75mm dia Supplying, laying and jointing PVC pipes, with PVC specials such as tees, bends, door bend, door tee, elbows, unions etc. with fittings including fixing the pipe with clamps at 1.00 m spacing. This includes trenching, refilling, jointing of pipes & fittings with one step PVC solvent cement and testing of joints, rectifying any leakages or defects, etc. complete as per specifications and directions of Engineer -in-Charge, including cost and conveyance of all materials, labour charges, sundries, etc. completeConcealed work, including cutting chases and making good the wall etc. 75 mm nominal bore 10 kgf/sq.cm, at all levels.
50
-
-
PVC concealed work 110mm dia Supplying, laying and jointing PVC pipes, with PVC specials such as tees, bends, door bend, door tee, elbows, unions etc. with fittings including fixing the pipe with clamps at 1.00 m spacing. This includes trenching, refilling, jointing of pipes & fittings with one step PVC solvent cement and testing of joints, rectifying any leakages or defects, etc. complete as per specifications and directions of Engineer -in-Charge, including cost and conveyance of all materials, labour charges, sundries, etc. completeConcealed work, including cutting chases and making good the wall etc. 110 mm nominal bore 10 kg/sq.cm, at all levels.
50
-
-
P&F brass gate valve 32mm dia Providing and fixing brass gate valve with CI wheel of approved quality (screwed end), including cost and conveyance of all materials, labour charges, sundries, etc. complete as directed by the Engineer-in-charge at all levels. 32 mm nominal bore.
3
-
-
P&F brass gate valve 50mm dia Providing and fixing brass gate valve with CI wheel of approved quality (screwed end), including cost and conveyance of all materials, labour charges, sundries, etc. complete as directed by the Engineer-in-charge at all levels. 50 mm nominal bore.
4
-
-
Providing and Installing Septic tank 25 flush Aquatech PVC 3000 LTR including the cost and conveyance of all materials, labour charges, lead, lift etc, complete as directed by the Engineer-in-charge
2
-
-
European Type Water Closet Providing and fixing vitreous china European type water closet- bowl with cistern for coupled WC of approved make, with PP soft close seat cover, hinges, dual flush cistern fitting, fixing accessories, P Trap180 mm, with all CP fittings and brackets, concealed angle valve with PVC connection, etc. complete, including cutting and making good the walls, slab and floors wherever required, and testing and commissioning to the satisfaction of Engineer-incharge, at all levels. Star White EWC with Vitreous flushing cistern, including cost and conveyance of all materials, labour charges, sundries, etc.. (Considering the base rate of EWC with flushing cistern as Rs.5509/- and angle valve Rs. 746/-)(Any deviation +/- in the purchase price will be adjusted separately)
2
-
-
Sensor operated urinal
P&F sensor operated urinal Providing & fixing white vitrous China sensor operated urinal of approved make comprising of all plumbing ,electronic and electrical items .CP brass flush pipe with CP brass elbow ,CP brass spreader,CP wall flange, CP waste coupling, infrared photo cells,eyes electrically operated solenoid valve,step down transformer / equipment and any other item required to provide satisfactory functioning including necessary wall cutting / chasing and making good,as required for urinal flushing etc. complete as mentioned above as per direction of Engineer - in-charge, at all levels. The rate includes the cost of all materials, labour charges, conveyance, lead, lift etc. complete (The purchase price considered is Rs.11939/- ).(Any deviation +/- in the purchase price will be adjusted separately)
2
-
-
Urinal Division plate
Supplying and fixing approved quality white vitreous China urinal division plate 690*325 for large flat back urinal in proper level on the toilet wall ncluding cost and conveyance of all material,labour charge ,lead,lift,all taxes etc.complete as directed by the Engineer-in-charge, at all levels. (The purchase price considered for division plate is Rs.2107).(Any deviation +/- in the purchase price will be adjusted separately)
1
-
-
P&F under counter wash basin Providing & fixing coloured vitreous china under counter wash basin of approved make including one CP brass pillar cock 15 mm, NB plugs, 32 mm dia CP brass waste coupling, 32 mm dia CP brass bottle trap, including connecting pipes with all fittings 32 mm dia rubber 15 mm angle valve,etc. complete as directed by the Engineer -in -charge, at all levels. (The purchase price considered for wash basin ic Rs. 2884/- and pillar cock is Rs.1212/-, CP Brass bottle trap is Rs.1466./-, CP brass angle valve with flange is Rs.746/-, CP brass waste coupling Rs.415.25/-)(Any deviation +/- in the purchase price will be adjusted separately)
4
-
-
Health Faucet
Providing and fixing CP brass hand shower with lever control (health faucet) with 8mm dia, 1.2 m long flexible tube and wall hook with all fittings and fixtures complete including cutting and making good the walls and floors wherever required including cost and conveyance of all materials ,labour charges,sundries etc complete (Considering the base rate Rs.1194.90), testing and commisioning to the satisfaction of Engineer-in-charge at all levels.(Any deviation +/- in the purchase price will be adjusted separately)
2
-
-
Providing and fixing premium quality overhead shower consisting of single flow over head shower 100mm dia, casted shower arm 160mm long, regular body of concealed stop cock suitable for 20mm pipeline with protection cap and exposed part kit of concealed stop cock & flush cock with fitting sleeve, operating lever and adjustable wall flange with seal of approved make and model, with all fittings and fixtures, including cost of materials, labour etc. complete at all levels, as directed by the Engineer-in-Charge. (Considering the Purchase price of over head shower is Rs.1037/-, Shower Arm is Rs.470/- Regular body of concealed stop cock is Rs.791/- and Exposed part of concealed stop cock is Rs. 351/-)(Any deviation +/- in the purchase price will be adjusted separately)
2
-
-
Long Bib Cock
Providing and fixing long body bib-cock Providing and fixing CP long body bib-cock with wall flange etc., including cost and conveyance of all materials, labour charges, sundries, etc. complete, testing and commissioning to the satisfaction of Engineer-in-charge at all levels. (Considering the base rate Rs. 1211.9/-).(Any deviation +/- in the purchase price will be adjusted separately)
4
-
-
Angular Stop cock
Providing and fixing angular stop-cock (regulating valve) with triangular handle and wall flange etc., including cost and conveyance of all materials, labour charges, sundries, etc. complete, testing and commissioning to the satisfaction of Engineer-in-charge at all levels. (Considering the base rate Rs.898.30)(Any deviation +/- in the purchase price will be adjusted separately)
4
-
-
Tower Rail
Providing and fixing CP Towel rail Providing and fixing CP Towel rail of approved quality including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer-in-Charge, at all levels. (The purchase price considered is Rs 1068/-)(Any deviation +/- in the purchase price will be adjusted separately)
6
-
-
Soap Tray
Providing and fixing CP soap tray of approved make and model complete, including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer-in-Charge, at all levels. (The purchase price considered is Rs 697.50/-)(Any deviation +/- in the purchase price will
2
-
-
Paper Holder
Providing and fixing CP paper holder of approved make and model including cost of materials, labour etc. complete at all levels, as per directions of Engineer-in-charge. (Considering the base rate Rs.966/-)(Any deviation +/- in the purchase price will be adjusted separately)
2
-
-
Glass Mirror
Supplying and installation of 5.5 mm to 6 mm thick frameless glass mirror with edge polishing, safety film and SS finish round caps crews fixed on walls over plywood backing including the cost of all materials labour charges etc. complete at all levels, as per directions of Engineer-in-charge.
2
-
-
Floor Grating
Providing and fixing CP cockroach free floor grating 100 mm dia with cups in the toilets etc., including cost and conveyance of all materials, labour charges, sundries, etc. complete, testing and commissioning to the satisfaction of Engineer-in-charge at all levels.
6
-
-
PVC connection pipe for wash basin
Providing and fixing 1/2 inch PVC connection pipe for wash basin, flush tank etc 60 cm long etc., including cost and conveyance of all materials, labour charges, sundries, etc. complete, testing and commissioning to the satisfaction of Engineer-in-charge at all levels
4
-
-
Floor Trap
Providing and fixing PVC floor trap 4inch dia (multitrap) for collecting waste water and sealing the joints properly, etc., including cost and conveyance of all materials, labour charges, sundries, etc. complete, testing and commissioning to the satisfaction of Engineer-in-charge at all levels.
6
-
-
Gully Trap
Supplying, fixing, testing and commissioning to the satisfaction of Engineer in charge of PVC gully trap of size 160 x 110mm and CI grating 150mmx150mm size and water tight C.I cover with frames 300mmx300mm size(inside) the weight of cover to be not less than4.5kg and frame to be not less than2.7kg (CI MH cover and frame as per IS:1726) single sealed of size conveying to size the above mention ed items and constructing 30cmx30cm internal size gully trap chamber and depth upto 60cm,115 thk brick wall in CM 1:6 on a foundatio n of PCC 1:4:8.100mm thick plastering inside with CM 1:3,12mm thk with a neat cement flushing coat and conveying to site,cleaning ,i nstalling and testing approved make PVC gully trap with 160mm outlet(Fabricated),surroundi ng with CC 1:1.5:3, 150x150mmm,top with CI grating above the PVC gulley trap and light duty CI cover and frame over the chamber including cost of all materials, etc complete as per approved drawing and as directed by Engineer-in- Charge
2
-
-
Manhole Cover
Providing and fixing CI manhole cover with frame in concrete slab over manholes inspection chambers/drains including cost and conveyance of all materials, all labour charges, all taxes, lead, lift sundries etc., complete
220
-
-
Soak Pit
Constructing soak pit 1.20x1.20x1.20 m with common burnt clay F.P.S. (non modular) bricks of class designation 7.5, brick edging laid lengthwise with half brick depth,including excavation, refilling and disposal of surplus earth lead upto 50 metres filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design, specifications, and as directed by the Engineer-in-charge
2
-
-
Filter Media
Providing and laying filter media with granular materials/stone crushed aggregates to a thickness of not less than 300 mm with smaller size towards the soil and bigger size towards the wall compacted to a firm condition complete as per drawing and as directed by the Engineer-in-charge.
6
-
-
Vent Cowl
Providing and fixing UPVC vent cowl 110 mm for vent pipe, of approved quality, including placing of mosquito proof wire mesh/metal screen etc. complete and as directed by the Engineer-in-charge at all levels.
2
-
-
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
422
-
-
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.
17757
-
-
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete : Electric resistance or induction butt welded tubes
47716
-
-
Providing and fixing 8mm Anchor faster (Sleeve bolt 8mm { Ccb M8}) or equivalent in concrete in wet / dry conditions for fixing structural supporting .The rate shall include all the charges for drilling holes and fixing anchors of cost at site as per manufacturers specifications with necessary tools and equipments,water,power etc. complete as directed by Engineer-in -charge at all levels.
89
-
-
Providing and fixing G. I round holding down bolts with nuts and washer plate including two coats of approved make and colour synthetic enamel paint over two coats of approved make yellow zinc chromate primer,including cost and conveyance of all materials, labour charges,lead,lift etc complete as directed by Engineer-in-Charge at all levels.
328
-
-
Providing and fixing GI diamond mesh fencing with 2 inches x 2 inches spacing and minimum diameter of 5.4 mm/ gauge no. 5 fixed to structural frame work for fencing 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, as directed by Engineer in charge (cost of structural frame will be paid separately).
52
-
-
Supply & fixing of Double Skin metal Roofing with insulation consisting of profiled colour of pre-painted Zincalume trapezoidal sheets shall be made of 0.45mm BMT (0.50mm TCT excluding paint) 1015mm effective cover width with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan and the end rib shall have anti-capillary groove and return leg of approved make. The steel sheet is having high tensile sheet G550 strength metallic coated with Zinc Aluminium alloy (i.e. 55% Al, 43.4% Zinc, 1.6% Si - Zincalume), AZ150 (min 150 gm/m2 total on both side), pre-painted with Super Durable Polyester (SDP) XRW quality paint with stable inorganic pigment and Infrared Pigments with no lead contents for colour durability (High SRI-”Thermatech technology”). The steel sheet shall have total paint coating thickness of 35microns as 20 microns on exposed surface and 5 micron reverse polyester coat on back surface over 5 micron primer coat on both surfaces of approved color. The exposed paint system shall have stable inorganic pigments for better color performance conforming to AS/NZS 2728 type-4 / IS15965 class 3 for the durability of approved make. The bottom Liner sheet shall be fixed directly to the purlin as liner sheet using galvanized imported self drilling and self tapping fasteners with EPDM washers. The Rockwool insulation shall be 50 mm thick, 48 kg/m3 flexible or as per design requirement complying with IS 8183,BS - 3958 Part-5 ASTM C592-80. The insulation shall be supplied in the form of rolls. The steel sheet shall be fastened with 25 μm zinc-tin alloy coated, Hex head, self-drilling screw as per AS 3566 Class 3 fasteners of approved make with EPDM washer as per the requirement considering the profile shape and design load. The fastener size shall be calculated as per the design or manufacturers recommendations. The sheets shall be separated with #Z# shaped sub girts of 50 x 50 x 50mm size made out of 1.6mm thick galvanized steel sheets. The sub girts shall be fixed on the bottom sheet and shall be used for supporting the external sheet (top sheet). The profile sheet, fastener size etc. shall be approved by the Engineer in charge. All the accessories like flashing and capping shall be made from the same material (or manufacturer’s recommendation) which is used for main cladding application and shall be measured under relevant item. The measurement shall be based on finished/covered surface area. The rate shall include cost and conveyance of all materials, labour charges, scaffolding, sundries etc complete as directed by the Engineer-in-Charge at all levels. (The above work shall be carried out by an agency having sufficient experience. Only skilled and experienced persons shall be employed for this purpose.)
575
-
-
Providing and fixing ridge/ valley capping/flashing in required width (upto maximum 600 mm) with plain galvalume colour coated sheet made out of 0.50mm TCT, minimum 300 MPa cold rolled steel with hot dip metallic coating of Aluminium Zinc alloy (Galvalume) 150 gms /sqm,total of both sides, AZ 150 as per ASTM A 792 or AS1397, with polyester colour coating including cost and conveyance of all mat erials, scaffolding, lead, lift, labour charges etc. complete at all levels as directed by Engineer-in-Charge
26
-
-
Providing and Fixing PVC gutter 15cm wide with iron brackets of approved size, bolts nuts washers, PVC end drop, end cap including making necessary connections with rain water pipes etc. complete as per specifications and direction of Engineer-in-charge.
52
-
-
Demolishing brick work/solid block in cement mortar 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
30
-
-
Demolishing cement concrete, nominal concrete 1:3:6 or richer mix, manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
15
-
-
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - incharge
20
-
-
Demolishing stone rubble masonry in cementg mortar 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
20
-
-
Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineerin-charge
20
-
-
Dismantling steel work in built up sections in angles, tees,flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
1000
-
-
Providing and supplying heavy duty injection adhesive for rebar fixing using Epoxy resin of 330/500ml HILTI HIT-RE 500 V3/or equivalent for fixing rebar.Embedment depth as mentioned from the Structural consultants, including supplying two component system consisting of resin and hardener in 3:1 ratio; filling above mentioned mortar with standard dispenser before inserting rebar strictly as per the manufacturers recommendations.The installation and the setting instructions should be strictly followed as per the manufacturers recommendations.The chemical anchor shall carry ETA, COLA and DIBT approval and fire approval. Application can be done in both wet & dry concrete condition, corrosion tested. The approved chemical shall be installed in hammer drill, diamond coring holes , including cost and conveyance of all materials, labour charges,tool rental charges, lead,lift etc complete as directed by Engineer-in-Charge at all levels.-8mm Dia
10
-
-
Providing and supplying heavy duty injection adhesive for rebar fixing using Epoxy resin of 330/500ml HILTI HIT-RE 500 V3/or equivalent for fixing rebar.Embedment depth as mentioned from the Structural consultants, including supplying two component system consisting of resin and hardener in 3:1 ratio; filling above mentioned mortar with standard dispenser before inserting rebar strictly as per the manufacturers recommendations.The installation and the setting instructions should be strictly followed as per the manufacturers recommendations.The chemical anchor shall carry ETA, COLA and DIBT approval and fire approval. Application can be done in both wet & dry concrete condition, corrosion tested. The approved chemical shall be installed in hammer drill, diamond coring holes , including cost and conveyance of all materials, labour charges,tool rental charges, lead,lift etc complete as directed by Engineer-in-Charge at all levels.-10mm Dia
10
-
-
Providing and supplying heavy duty injection adhesive for rebar fixing using Epoxy resin of 330/500ml HILTI HIT-RE 500 V3/or equivalent for fixing rebar.Embedment depth as mentioned from the Structural consultants, including supplying two component system consisting of resin and hardener in 3:1 ratio; filling above mentioned mortar with standard dispenser before inserting rebar strictly as per the manufacturers recommendations.The installation and the setting instructions should be strictly followed as per the manufacturers recommendations.The chemical anchor shall carry ETA, COLA and DIBT approval and fire approval. Application can be done in both wet & dry concrete condition, corrosion tested. The approved chemical shall be installed in hammer drill, diamond coring holes , including cost and conveyance of all materials, labour charges,tool rental charges, lead,lift etc complete as directed by Engineer-in-Charge at all levels.-12mm Dia
32
-
-
Providing and supplying heavy duty injection adhesive for rebar fixing using Epoxy resin of 330/500ml HILTI HIT-RE 500 V3/or equivalent for fixing rebar.Embedment depth as mentioned from the Structural consultants, including supplying two component system consisting of resin and hardener in 3:1 ratio; filling above mentioned mortar with standard dispenser before inserting rebar strictly as per the manufacturers recommendations.The installation and the setting instructions should be strictly followed as per the manufacturers recommendations.The chemical anchor shall carry ETA, COLA and DIBT approval and fire approval. Application can be done in both wet & dry concrete condition, corrosion tested. The approved chemical shall be installed in hammer drill, diamond coring holes , including cost and conveyance of all materials, labour charges,tool rental charges, lead,lift etc complete as directed by Engineer-in-Charge at all levels.-16mm Dia
10
-
-
Providing and supplying heavy duty injection adhesive for rebar fixing using Epoxy resin of 330/500ml HILTI HIT-RE 500 V3/or equivalent for fixing rebar.Embedment depth as mentioned from the Structural consultants, including supplying two component system consisting of resin and hardener in 3:1 ratio; filling above mentioned mortar with standard dispenser before inserting rebar strictly as per the manufacturers recommendations.The installation and the setting instructions should be strictly followed as per the manufacturers recommendations.The chemical anchor shall carry ETA, COLA and DIBT approval and fire approval. Application can be done in both wet & dry concrete condition, corrosion tested. The approved chemical shall be installed in hammer drill, diamond coring holes , including cost and conveyance of all materials, labour charges,tool rental charges, lead,lift etc complete as directed by Engineer-in-Charge at all levels.-20mm Dia
10
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-
Providing and applying two coats of two component acrylic polymer modified elastomeric cementitious water proof coating on the inner surface of rainwater gutters, trenches etc. which shall be mixed as per manufacturer's technical specification, after thoroughly cleaning the surface by mechanical means for making it free of any loose mortar, unsound substrate, "V' grooves cut along the construction joints, cracks and joints of slabs/wall on the external face and the same shall be filled with polymer modified mortar (CM 1:3 mixed with approved waterproofing compound in the proportion recommended by the manufacturers), cracks in the slab (if any), pressure grouting wherever necessary by injecting with approved expanding agent using pressure grouting pump with a pressure of 3 to 4 kg/sqm, strictly maintaining the coverage specified by the manufacturer, including cost and conveyance of all materials, labour charges, etc. complete as directed by the Engineer-in-Charge. (This shall be carried out by an agency having sufficient experience in above work and should ensure a warranty of 5 years. Only skilled and experienced persons shall be employed for this purpose).
107
-
-
Providing and placing water storage syntex tank with cover and making necessary holes for inlet, outlet and overflow pipes including fittings such as Tank connector etc. and but excluding the base support for tank including cost and conveyance of all materials, labour charges,tool rental charges, lead,lift etc complete as directed by Engineer-in-Charge
2000
-
-
Providing & fixing float valve in water tanks with all fittings etc.
complete at all levels as directed by the Engineer-in-Charge. 2
inch Brass float valve with PVC ball.
2
-
-
Providing and fixing poly carbonate roofing using 3mm thick polycarbonate, solid sheets (GE, Lexan, Marcolaux or equivalent)
over the frame work already erected, sheets, fixed to the frame using special aluminium extrusions, including all fasteners, fixtures as per the site requirement, applying silicone sealant wherever necessary so as to make the roof watertight at all heights as per manufacturers specification etc. Complete as per specifications and as directed by the Engineer in Charge.
11
-
-
Loosening levelling and compacting orginal ground supporting embankments to facilitate placement of first layer of embankment to facilitate placements of first layer of embankment, scarified to depth of 300mm mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankments construction
665
-
-
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)
554
-
-
Providing and laying 80 mm thick factory made interlocking paver block/designer paver tiles of M40 grade made by block making machine with strong vibratory compaction and of approverd size, design/shape liad in required colour and pattern over and including 50mm thick compacted bed of baby metal sand and filling the joints with coarse sand etc complete as per specifications and direction of Engineer-in- charge.
2216
-
-
Design, supply, installation and testing of FIFA QUALITY PRO synthetic Football Turf from FIFA preferred providers, consisting of and satisfying the following specifications:
1. Monofilament fibre with pile height not less than 50mm , made of polyethylene, abrasion resistant and UV resistant.
2. Shock absorbent and fungus resistant backing, with perforations for drainage. It shall allow installation of turf using the method outlined in the Lab Test report.
3. Stabilising and performance infills as per Lab Test report on material from FIFA.
4. A test certificate of compliance to FIFA specification shall be obtained after installation. Test report on the material shall also be furnished. A latest test report on material from FIFA is mandatory. A method of statement and product declaration must also be submitted before the installation of turf at site. The country of Origin of the turf should be US, Canada, or any country from Europe. A COO (Country of Origin) certificate should be submitted along with the material. The football turf must include markings using the same quality turf material.The price shall be inclusive of all materials, all wastage and other incidentals for completion of the work, unloading and staging of rolls, sewing of seams, infilling with appropriate infills, dispensing, spreading and leveling equipment, brushing of fibres with all poly hydraulic controlled equipment, marking of turf lines with turf material and field test complete. The payment to be made for the area of turf installed. The work shall be executed according to FIFA approved drawings, specifications and methodology, following the FIFA quality concepts and as per the directions of the Engineer-in-charge.
(The above work shall be carried out by an agency having sufficient experience in turf installation and should ensure a warranty of 5 years. Only skilled and experienced persons shall be employed.)
1580
-
-
Grading, preparation and consolidation of sub grade, in line and slope as per requirement, with soil compactor of adequate capacity, dressing to camber and consolidating with soil compactor including making good the undulations etc.and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres etc. including cost and conveyance of all materials, labour charges, lead, lift, scaffolding, sundries etc complete at all levels as per specifications and direction of Engineer-in-charge.
1838
-
-
Supplying, laying, and jointing 160mm dia PVC corrugated pipes with perforations and Geo Textile filters wrapped around pipes, in trenches at the required slope, as per specifications, etc complete including the cost of all materials, labour etc ,and as directed by the Engineer-in-charge. The rate includes the cost of all materials, covering the pipe with Geo Textile Cloth, labour charges for trenching carriage of surplus earth to a lead of 50m etc complete including jointing of pipes with one step PVC solvent cement etc . as per specifications and direction of Engineer-in-charge.
198
-
-
Supplying, laying, and jointing 100mm dia PVC corrugated pipes with perforations and Geo Textile filters wrapped around pipes, in trenches at the required slope, as per specifications, etc complete including the cost of all materials, labour etc ,and as directed by the Engineer-in-charge. The rate includes the cost of all materials, covering the pipe with Geo Textile Cloth, labour charges for trenching carriage of surplus earth to a lead of 50m etc complete including jointing of pipes with one step PVC solvent cement etc . as per specifications and direction of Engineer-in-charge.
504
-
-
Supplying and laying 120 GSM geotextiles along the full width and depth of the trenches, the average section area to be laid as per the specification and drawings, with adjacent widths of the mat along the length and wrapping at the top, both to be overlapped by about 30 cm, and the geotextile mat to be anchored properly by wooden/bamboo pegs (locally made) of about 0.4 m height and 2-3 cm width, driven to a depth of about 0.3 m in the ground and as per the directions of the Engineer-in-charge.
1053
-
-
Supply & fixing of GI cable/wire of 6mm diameter for supporting HDPE net for covering the top portion of the turf as per manufacturer standards etc including all materials , transportation and labour charges complete and as per the direction of Engineer-in-charge.
357
-
-
Providing , Laying , Spreading and compacting stone aggregate of specified size 20mm downgraded metal as filter media around the drainage pipes in the sides of trench as per the directions of Engineer-in-charge . Rate inclusive of all materials , transportation and labour charges complete and the work has to be executed as per detailed specifications.
111
-
-
Providing ,laying and spreading of compacted fill with 40mm metal ( Coarse Rubble Granite Stone) to form a contour and elevations and uniform thickness , rolling with vibrator roller 8-10 tonne capacity in stages to proper grade and camber as per Drawings. Rate inclusive of all material, transportation and labour charges complete and as per the direction of Engineer-in-charge.
158
-
-
Providing ,laying and spreading of compacted fill with 20mm metal ( Coarse Rubble Granite Stone) to form a contour and elevations and uniform thickness , rolling with vibrator roller 8-10 tonne capacity in stages to proper grade and camber as per Drawings. Rate inculsive of all material, transportation and labour charges complete and as per the direction of Engineer-in-charge.
158
-
-
Providing ,laying and spreading of compacted fill with 10mm metal ( Coarse Rubble Granite Stone) to form a contour and elevations and uniform thickness , rolling with vibrator roller 8-10 tonne capacity in stages to proper grade and camber as per Drawings. Rate inculsive of all material, transportation and labour charges complete and as per the direction of Engineer-in-charge.
79
-
-
Supply and installion of football goal post using MS pipe. The opening size of the goal post is 12ft x 6ft with a base width of 4.5ft. The main vertical and base members shall be MS pipe of 100mm dia and the connecting slanting member shall be MS pipe of 75mm dia. The goal post mesh shall be of High-quality, weather-resistant braided HDPE net of 5mm thick with mesh size not greater than 110mm. The goalpost shall comply with the standards and regulations set forth by FIFA and relevant sports authorities. Rate includes necessary fittings, net attachment hooks, fasteners, and anchor points etc complete and direction of Engineer-in-charge. (The above work shall be carried out by an agency having sufficient experience in net installation for turfs. Only skilled and experienced persons shall be employed.).
2
-
-
Supply and installation of approved quality, 2.5mm thick, UV Stabilized, weather-resistant, braided HDPE net of Mesh size not greater than 50mm over existing MS frame work with sufficient tie etc including all materials, transportation, and labour charges complete and as per the direction of Engineer-in-charge. (Qty of MS frame work will be paid separately. The above work shall be carried out by an agency having sufficient experience in net installation for turfs. Only skilled and experienced persons shall be employed.).
3073
-
-
Supply and installation of 200 W LED Flood Light output greater than 110 lumen/W 5000-6000K with IP 66 protection LED Chip with power factor greater than 0.95 at full load, internal surge protection up to 8KV and Aluminium pressure die-cast powder coated housing, acrylic cover complete with THD less than 10%, ROHS compliance, duty wired up for use of 230 V AC Supply, Driver compartment should be separately accessible for maintenance(LM 79&80 certificate from NABL accredited third party lab to be produced mentioning chip manufacturer).
40
-
-
Providing and fixing heavy duty weldable MS butt hinges complete of approved make and as directed by Engineer in charge.
3
-
-
Providing and fixing Pad lock with 6 levers of big Size of approved make and as directed by Engineer in charge
1
-
-
Providing and fixing 10" MS Aldrop of approved make and as directed by Engineer in charge
1
-
-
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