Airports Authority Of India Tender
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Contact
Tender Id
2019_AAI_32093_1Bid Award Id
ViewTender No
AAI/BHAV/JT.GM (E-C)/DVOR/eNIT-06/2019-20Tender Authority
Airports Authority Of India ViewPurchaser Address
-Website
http://https://www.aai.aero/
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Documents
CONSTRUCTION OF DVOR BUILDING AND ALLIED WORKS AT C.A BHAVNAGAR.
BOQ Items
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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 1.5m.
147
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Supplying and filling in plinth with Local sand under floors, including watering, ramming, consolidating and dressing complete.
173
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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 :
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a) 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
4
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b) 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
418
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Providing and laying cement concrete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns, piers,abutments, pillars, posts, struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,sunken floor etc., up to floor five level, excluding the cost of centering,shuttering and finishing :
a) 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
4
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Centering and shuttering including strutting, propping etc. and removal of form work for
a) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets,kerbs and steps etc.
25
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Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size).
20
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Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg 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.
20
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Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.
40
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Centering and shuttering including strutting, propping etc. and removal of form for
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a) Foundations, footings, bases of columns etc. for mass concrete
245
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b)Suspended floors, roofs, landings, balconies and access platform.
70
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c) Lintels, beams, plinth beams, girders, bressumers and cantilevers
150
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d) Columns, Pillars, Piers, Abutments, Posts and Struts
45
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e) Edges of slabs and breaks in floors and walls i) Under 20 cm wide
20
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
a) Thermo-Mechanically Treated bars (Fe-500D)
11370
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
a)Thermo-Mechanically Treated bars (Fe-500D)
3500
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Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
25
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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.
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).
a) All works upto plinth level
45
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b) All works above plinth level upto Floor Five Level.
25
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Add for using extra /less cement in the items of design mix over and above the specified cement content therein.
7
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
a)Cement mortar 1:6 (1 cement : 6 coarse sand)
40
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
a) Cement mortar 1:6 (1 cement : 6 Coarse sand)
40
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Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
a)35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
16
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Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer of make Hardwyn or approved equivalent (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
5
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Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868),transparent or dyed to required colour or shade, with nuts and screws etc. complete :
a) 300x16 mm
12
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Providing and fixing aluminium tower bolts, 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 :
a) 250x10 mm
10
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b) 150x10 mm
20
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Providing and fixing aluminium handles, 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 :
a) 125 mm
16
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Providing and fixing aluminium hanging floor door stopper, ISI marked,anodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade, with necessary screws etc. complete.
a) Twin rubber stopper
14
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Providing and Fixing wooden paneling made of a 12mm EGSB grade Medium Density Fibre (MDF) Board confirming to IS 12406-1988 substrate with a 1.5mm thick laminate of approved make, shade & finish. The panels shall be mounted on special aluminium sections using clips as specified and to the complete satisfaction of the Engineer-in-Charge. Installation shall be over a base frame of Extruded aluminium sections of size 80mmx26mmx 0.5 mm thick as approved by the Engg.-In-Charge on the wall using screws and plugs at spacing of 600mm centre-to-centre.(Rate is inclusive of aluminium frame work)
72
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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.
710
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Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineerin-charge:
a)Profile B : Fixing with adjustable lugs with split end tail to each jamb
37
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Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
a) In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete
1363
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Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.
a) Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides
8
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Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :
a) 25 mm thick
15
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Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
2
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Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.
a) Size of Tile 600x600 mm
50
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Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.
a) Size of Tile 600x600 mm
20
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Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :
a) In 75x75 mm deep chase
35
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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.
a)110 mm diameter
7
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Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for 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.
a) Bend 87.5°
i) 110 mm bend
2
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b) Shoe (Plain)
i)110 mm Shoe
2
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Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length,including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the wall etc. complete.
a) 110 mm
6
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Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level, suspended on interlocking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross “T” of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “T” at 600 mm center to center to form a grid of 1200x600 mm and secondary cross “T” of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. 8mm thick fully perforated calcium silicate board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with minimum compressive strength 225 kg/ sq. cm, bending strength 100 kg/sq. cm , of size 595x595 mm, having perforation of dia. 10 mm with minimum perforated area 18 % with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.85, with 50 mm thick rockwool of 48 kg /cum backing.
55
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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.
215
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12 mm cement plaster of mix :
a)1:6 (1 cement: 6 course sand)
240
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15 mm cement plaster on the rough side of single or half brick wall of mix :
a)1:6 (1 cement: 6 course sand)
175
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12 mm cement plaster finished with a floating coat of neat cement of mix :
a)1:4 (1 cement: 4 fine sand)
75
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6 mm cement plaster of mix :
a)1:3 (1 cement : 3 fine sand)
100
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Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :
a)New work (two or more coats) over and including water thinnable priming coat with cement primer
200
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Finishing walls with Acrylic Smooth exterior paint of required shade :
a)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)
175
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
a)Two or more coats on new work
25
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Supplying and filling moorum with plasticity Index not more than 6 and liquid limit not more than 25 obtained from approved quarry in embankment or depression in layers not exceeding 20cm (loose) in depth ( or any thickness as approved by the Engineer-in-charge in case vibratory roller is used) including breaking clods, watering, consolidating each layer with power road roller 8-10 tonnes weight or vibratory roller of adequate capacity under optimum moisture content condition to give density not less than 98% of the maximum modified standard protector density complete including leveling fine dressing to the required grade, camber and slope complete as per specifications and as directed by the Engineer-in-charge. with all leads and lifts (The item includes cost of work, payment of necessary royalty, cariage of moorum upto work site for all leads and lifts involved from all sources acuired or arranged by the Contractor, Payment to be made for compacted quantity only.)
629
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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) 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 roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and
directions of Engineer-in-Charge.
162
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Providing and laying Paverment Quality Concret (PQC) produced in a batching plant having a characteristic flexural strength. i.e. minimum flexural strenght of 41 Kg/cm2 at 28 days,using 350kg of cement per cum. Fine aggregade,graded stone aggregrade of 40mm nominal size in appropriate propotions as per specification and job mix formula, laid in panels as per drawing/desing as approved and directed by Engineer-in-Charge including making necessary provision for expansion joint, joint cutter etc complete. The item for execution shall include the following operation:
(a) Mechanically vibrated by using needle and surface vibrators, including steel form work with sturdy M.S. channels/section including curing as per specification.
(b) Mechanically cutting dummy joints of size 6mm wide and 1/3rd thickness of slab(minimum 100mm) and cutting construction joints of size 10mm wide & 24 mm deep as per specification.
(c) Filling polysulphide sealant (pouring grade) in dummy,construction & expansion joints including providing expanded polythenlene armore rod and painting side of joints with polysulphile primer etc. complete as per specification.
{Components of operation under(b) &( c) shall be paid separated under relevant items}
162
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
596
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Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing, tamping complete as well as mechanically cutting groves as required.
3
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Providing and laying in position for expansion joint, 25mm thick pre cut Synthetic joint filler board of approved make conforming to IS:1838 (part 3)-2011, 45 mm from top (to be removed at the time of filling of Polysulphide sealent), complete as per particular specifications and directions of Engineer-in-charge. (Note: Mode of measurement shall be length of joint multiplied by depth of filler board including precut portion).
3
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Providing and laying in position bitumen hot sealing compound for expansion joints etc. a)Using grade 'A' sealing compound.
150
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Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course 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, all complete as per manufacturer's specifications & direction of Engineerin-Charge.
a) 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern.
640
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Providing and fixing toilet paper holder :
a)C.P. brass
1
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Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.
a) 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
1
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Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets,40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets,cutting and making good the walls and floors wherever required :
a)W.C. pan with ISI marked white solid plastic seat and lid
1
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Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:
a) White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap
1
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Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
1
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Providing and fixing PTMT soap dish holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
1
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c 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 direction of Engineer in Charge.
Concealed work, including cutting chases and making good the walls etc.
a)15 mm nominal outer dia pipe
20
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b) 20 mm nominal outer dia pipe
20
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c) 32 mm nominal outer dia pipes
20
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Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank complete in all respects.
1000
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Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
a)100 mm diameter
100
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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :
a)100 mm diameter S.W. pipe
100
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Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
a)Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions,total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
i) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
2
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Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) D.I. cover with frame (Medium duty) 450x600 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:
a) Inside dimensions 500x700 mm and 45 cm deep for pipe line with one
i) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
6
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Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. a) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
1
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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, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately):
a) For fixed portion
i) Powder coated aluminium (minimum thickness of powder coating 50 micron)
80
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b) 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)
i) Powder coated aluminium (minimum thickness of powder coating 50 micron)
80
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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): a) With float glass panes of 5.5 mm thickness.
9
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Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment).
30
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Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :
i) With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
70
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Boring with hydraulic piling rigs with power units, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :
400 mm dia piles
192
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Extra for providing additional bulb in under reamed piles 400 mm dia piles
64
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Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Group of two or more piles upto 50 tonne Safe capacity Routine test (Test Load 1.5 times the Safe capacity)
1
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
22.5
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Consultancy charges for preparation of detailed structural design & bar bending schedule on the basis of relevant IS code sound engineering practices & the same is to be got approved by prof / HOD of any Govt. recognised & AICTE accredited Engineering college.
1
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Providing and supplying 3.5 ft. x 2.5 ft. Computer table with Keyboard drawer and table top of approved Brand like godrej as per direction of Engineering In charge. For details of specification refer SCC Clause 40 before quoting the rates.
1
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Providing and supplying 4ft. X 3ft. Executive Office table of approved Brand like godrej as per direction of Engineering In charge. For details of specification refer SCC Clause 41 before quoting the rates.
1
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Providing and supplying Godrej make model regency high black revolving chair with arms and back rest of approved Brand like godrej as per direction of Engineering In charge. For details of specification refer SCC Clause 42 before quoting the rates.
2
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Providing and supplying Godrej Office chair with arms rest of approved Brand as per direction of Engineering In charge. For details of specification refer SCC Clause 43 before quoting the rates.
3
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Providing and supplying Wooden side table cum stool 2ft. X 2ft. 3.5ft. (height) of approved Brand as per direction of Engineering In charge. For details of specification refer SCC Clause 44 before quoting the rates.
2
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Providing and supplying 42U Steel Almirah of Godrej make as per direction of Engineering In charge. For details of specification refer SCC Clause 45 before quoting the rates.
1
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Providing and supplying Hot and cold water dispenser 10 Ltr. capacity as per direction of Engineering In charge. For details of specification refer SCC Clause 46 before quoting the rates.
1
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Providing and supplying 360 degree rotatable about 2ft. X 2ft. X 2ft. Wheel trolley for test Eqpt. as per direction of Engineering In charge. For details of specification refer SCC Clause 47 before quoting the rates.
1
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.
(a) 40 mm dia nominal bore
100
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.
(b) 80 mm dia nominal bore
35
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