Projects And Development India Limited Tender
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Tender Id
2021_PDIL_624563_1Bid Award Id
ViewTender No
PNPM/PC-183/E/201/NCBTender Authority
Projects And Development India Limited ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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Same as Item No. 1.01, but lift from 3.0 M to 4.5 M
100
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Filling with available excavated good earth (excluding rocks / boulders), as approved and directed by Engineer-in-Charge, in trenches, plinth, under floors, sides of foundation etc., at all depths in layers not exceeding 20 cms. in thickness including consolidating and dressing each deposited layer by ramming and watering with lead upto 500 metres, complete in all respects (compaction under floor with mechanical vibrater / road roller including watering).
90000
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Supplying and filling with selected good earth brought from source approved by the Engineer -in-Charge in trenches, plinth, under floors, sides of foundation etc., at all depths in layers not exceeding 20 cms. in thickness including consolidating and dressing each deposited layer by ramming and watering (Rate shall include Royalty, Taxes, Octoroi, etc., levied by the local authorities, all transportation, loading and unloading, etc., and nothing extra will be paid on this account including compaction under floor with mechanical vibrater / road roller including watering).
20000
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Disposal of excavated earth / building rubbish / malba /coal ash and similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to municipal approved dumping ground or as approved by Engineer-in-charge, beyond 500 m initial lead, for lead distance upto 5 km including all lifts involved.
25000
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Same as item no. 1.06 but for lead distance up to 5-10 km
100
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Same as item no. 1.06 but for lead distance up to 10-20 km
100
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PLAIN CEMENT CONCRETE
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Providing and laying plain cement concrete, machine mixed and mechanically vibrated in foundations, plinth, under floors, etc., excluding all necessary cost of centring and shuttering : 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size).
4630
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Providing and laying plain cement concrete, machine mixed and mechanically vibrated in foundations, plinth, under floors, etc., excluding all necessary cost of centring and shuttering :1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm and below).
75
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Providing and laying plain cement concrete, machine mixed and mechanically vibrated in foundations, plinth, under floors, etc., excluding all necessary cost of centring and shuttering :1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm and below).
52
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Providing and laying plain cement concrete, machine mixed and mechanically vibrated in foundations, plinth, under floors, etc., excluding all necessary cost of centring and shuttering :1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm and below).
50
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Providing and laying 50 mm thick damp-proof course with cement concrete 1:2:4(1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) including the cost of centring and shuttering complete as directed. (Water proofing compound to be used shall be paid separately).
750
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Providing and mixing Water proofing compound conforming to IS: 2645 such as "CICO" or equivalent in plain cement concrete works, cement plaster, R.C.C. works, etc., in proportion to the weight of cement used as recommended by manufacturers, complete as per direction of Engineering-in-Charge.
50
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REINFORCED CEMENT CONCRETE
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IN FOUNDATION AND PLINTH : Providing and laying reinforced cement concrete of grade M-30(using 20 mm. nominal gauge graded stone aggregate) machine mixed and mechanically vibrated and finished to a fair face but excluding the cost of centring, shuttering and reinforcement in foundation and plinth, for rafts, footings, bases of columns, pedestals, beams, walls, columns, slabs, machine and equipment foundations, pile caps, box sections, pipe supports, etc., complete in all respects as per direction of Engineer-in- Charge.
21000
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IN FOUNDATION AND PLINTH: Same as Item No.3.01, but with concrete of grade M-25.
125
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IN SUPERSTRUCTURE: Providing and laying reinforced cement concrete of grade M-30 ( using 20 mm. nominal gauge graded stone aggregate), machine mixed, mechanically vibrated and finished to a fair face but excluding the cost of centring, shuttering and reinforcement in superstructure at all heights for columns, pillars, posts, attached pillasters, portals, struts, inclined posts, pedestals for equipments and similar vertical members, etc., complete in all respects as per direction of Engineer-in-Charge.
3100
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IN SUPERSTRUCTURE: Same as Item No. 3.03, but in walls of any thickness, shape or size including attached buttresses, pilasters and their caps and bases.
5530
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IN SUPERSTRUCTURE: Same as Item No. 3.03, but in lintels, beams, portal beams, brackets, girders, cantilevers, suspended floors, roofs, staircase roofs and their supports, balconies, staircase waist and landing slabs and steps including preparation of top surface and finishing, nosing, etc.
8700
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IN SUPERSTRUCTURE: Same as Item No. 3.03, but in chajja, fins, roof gutters, drop wall not exceeding 15 Cm. in thickness, railing, parapet wall, window sills, etc.
100
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IN SUPERSTRUCTURE: Providing, hoisting and fixing precast reinforced cement concrete work including the cost of required centering, shuttering but, excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). :Trench/ drain covers, in foundation, plinth and above.
225
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REINFORCEMENT AND EMBEDMENTS :
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Supplying, cutting, cleaning, straightening, bending, hoisting and placing in position and binding with 18 SWG annealed wire, reinforcement bar of high yield strength Corrosion Resistance Steel with Fe500D properties conforming to IS:1786 with minimum yield strength of 500 N/sq,mm for all R.C.C. works including all necessary handling at all heights and depths complete in all respects and as per direction of Engineer-in-Charge.
4015
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Supplying, fabricating and fixing in position M.S. anchor plates, hooks, insert plates, M.S. flats, M.S. angle inserts and the like including welding M.S. lugs, etc., and embedding in cement concrete /R.C.C. works as per approved drawings complete in all respects and as per direction of Engineer-in-Charge.
8100
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Supplying, fabricating and fixing in position M.S. holding down bolts assembly consisting of bolts, heads, nuts, washers etc., and the like including embedding in cement concrete/R.C.C. works as per approved drawings complete in all respects including one coat of approved quality anti-corrosive paint over a coat of approved quality primer. (All materials supply are in contractor’s scope.)
84100
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SHUTTERING
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Providing, fabricating, erecting and fixing in position with bolts and nuts, nails and ties, etc., centring and shuttering materials true to line and level, including strutting, propping, staging etc. with necessary bracing in all axes to give a stable assembly including chamfering the corners of columns and beams etc., wherever required including making joints in the shuttering fully leak-proof, i/c. Striking, dismantling and removing the aforesaid assembly after concreting is over, including all labour and materials complete in all respects and as per direction of Engineer-in-Charge. IN FOUNDATION AND PLINTH : Foundation and plinth in rafts, footings, columns, pedestals, beams, walls, slabs, machine and equipment foundations, pile caps and pipe support foundations, etc.
36200
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IN SUPERSTRUCTURE: Columns, pillars, posts, struts, inclined posts, attached anufactu, portals and similar vertical members.
24150
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IN SUPERSTRUCTURE: Walls of any thickness, height and shape including attached buttresses, anufactu, and their caps and bases, etc.
11800
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IN SUPERSTRUCTURE: Lintels, beams, portal beams, brackets, girders, cantilever beams, suspended floors, roofs, staircase roofs and their supports, balconies, staircase waist and landing slabs and steps, etc.
24200
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IN SUPERSTRUCTURE: Chajja, vertical and horizontal fins, roof gutters, drop walls, railing, parapet wall, window sills, etc.
3000
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Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately).
5000
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BRICK WORK
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Providing and constructing Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in in cement mortar 1 : 6 ( 1 cement: 6 coarse sand )inwalls, etc. at all depths, places and positions including raking out joints, curing, scaffolding etc. complete excluding plastering and painting. Foundation and plinth.
230
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Providing and constructing Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in in cement mortar 1 : 6 ( 1 cement: 6 coarse sand )inwalls, etc. at all depths, places and positions including raking out joints, curing, scaffolding etc. complete excluding plastering and painting. Superstructure at all heights.
1150
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Half brick masonry with non modular fly ash bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4.
5700
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Providing and laying autoclaved aerated cement blocks masonry with 100 mm thick AAC blocks in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.
3305
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STRUCTURAL STEEL
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Supplying, transporting, de-rusting, fabricating, erecting, hoisting and fixing in position with necessary welding and/or bolting with MS bolts conforming to property class 8.8 of IS: 1367 at all heights as per approved fabrication drawings of all types of structural steel work in columns, portals, girders, lattice girders, beams, crane girders, M.S rails, monorails, bracings, trusses, purlins, rafters, side runners, sag rods, hand railings, staircase stringers and steps, walkway, toe-plates, floor grids, sag rods with M.S. rounds, side walling, conveyor gantries, trestle for pipe and cable racks, gusset plates, etc., either made of rolled steel joists, channels, angles, tees, flats, plates , universal sections or built up from plates and/or rolled steel sections including necessary site and shop fasteners, complete in all respects as per approved fabrication drawings, standards and direction of Engineer-in-Charge : With providing and applying primer coat, intermediate coats and finish coat after the preparation of surfaces on structural steel work complete in all respects as per technical specifications and direction of Engineer-in-Charge.
8416
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Supplying, transporting, de-rusting, fabricating, erecting, hoisting and fixing in position structural steel work in cat ladders and cages at all heights including brackets, cleats, plates, rungs, chain, pins, hinges, etc., framed, bolted and/or welded together and fixed in position including necessary plugs and plugging and painting complete in all respects and as per direction of Engineer-in-Charge :With providing and applying primer coat, intermediate coats and finish coat after the preparation of surfaces on structural steel work complete in all respects as per technical specifications and direction of Engineer-in-Charge.
20
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Supplying of bolts (from 12 mm. to 52 mm. dia.), nuts, plain and tapper washers for fixing equipments, as per drawings and direction of Engineer-in-Charge :Bolts conforming to property class 4.6 of IS: 1367.
1500
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Supplying of bolts (from 12 mm. to 52 mm. dia.), nuts, plain and tapper washers for fixing equipments, as per drawings and direction of Engineer-in-Charge :Bolts conforming to property class 8.8 of IS: 1367.
1500
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Supplying, transporting, fabricating as per approved fabrication drawings 25 mm. to 35 mm. thick M.S. grating made out of M.S flats as main members and Tor Steel bars as secondary members, all welded together to form a perfect mesh including getting those grating planks inspected and approved by Client/ Consultant, transporting to site, erecting and fixing in position these grating planks at all heights with necessary G.I. clips/ G.I. clamps tack welded for making floors, platforms, stair steps, etc., as required at site, providing and applying painting as per drawings and direction of Engineer-in-Charge (The rates shall include cost of G.I. clips/ clamps. The Contractor may procure gratings from grating manufacturer approved by Engineer-in-Charge. The rates shall also include all charges incurred during inspection and testing) : With 86 microns thick hot dip galvanizing coat.
450
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Supplying, transporting, de-rusting, cutting and fixing in position at all heights steel work in M.S. chequered plates in floors, steps, landing, covers over trenches, etc., with necessary bolts, nuts, washers, drilling holes, welding, etc., wherever necessary as per drawing including painting complete in all respects and as directed by Engineer-in Charge : Two coats of chlorinated rubber based paint at dry film thickness of 50 microns per coat over two coats of high built zinc phosphate primer compatible to chlorinated rubber based paint at dry film thickness of 50 microns per coat.
15
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Providing and fixing M.S pipe hand railing (medium grade) conforming to IS-1239 consisting of top and middle horizontal rails of 40 mm dia. and 32 mm dia. nominal bore respectively, 1050 mm high upright members of 40 mm dia. nominal bore at 1500 mm maximum distance centre to centre of each member including all joints, bends , elbows, and specials as required and upright members welded or bolted to structural steel work/toe plates or welded to M.S. insert plates with M.S. lugs embedded in R.C.C. works, complete in all respects and as per direction of Engineer-in-Charge . Two coats of chlorinated rubber based paint at dry film thickness of 40 microns per coat over two coats of high built zinc phosphate primer compatible to chlorinated rubber based paint at dry film thickness of 25 microns per coat.
30
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STEEL AND ALUMINIUM DOORS, WINDOWS AND VENTILATORS
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Providing, erecting and fixing in position at all heights M.S. rolling shutters rolling shutters up to 10 sq.m. in area with push and pull operation, conforming to IS: 6248 made of 80X1.25 mm M.S. laths, interlocked together through their entire length and joined together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking, including the cost of providing and fixing necessary 27.5 cm long wire springs grade No- 2, M.S., top cover 1.25 mm. Thick and ball bearing, including providing and applying two coats of synthetic enamel paint of approved quality over two coats of red oxide zinc chromate primer conforming to IS: 2074 complete in all respects as per direction of Engineer-in-Charge : Rolling shutters with Mechanical device chain and crank operation
25
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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. Powder coated aluminium (minimum thickness of powder coating 50 micron)
900
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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 EPD M rubber / neoprene gasket required including necessary fittings. Powder coated aluminium (minimum thickness of powder coating 50 micron.
960
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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. (Including aluminium snap beading) :With float glass panes of 4.0 mm thickness
245
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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. (Including aluminium snap beading): With float glass panes of 5.50 mm thickness
125
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Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight up to 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 asper the direction of Engineer-in-charge. : With stainless steel cover plate minimum 1.25 mm thickness
55
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Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin- charge. : Extruded section profile size 42x50 mm
155
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24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).
55
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ROOFING
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Providing and fixing in position at all heights UPVC rain water pipes confirming to BIS :13592 Type A R.C.C. column using plugs and standard holder bat clamps comprising of two semi-circular halves of flat iron and cast iron base screwed on wooden plugs or using clamps welded to structural steel members or M.S. insert plates where pipes are to be fixed on R.C.C. members including all necessary fittings, such as tees, shoes, off-sets, branches, swan necks, elbows, bends, heads, etc. (plate inserts, if any, to be embedded in R.C.C shall be paid separately) : 110 mm diameter pipe.
720
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Providing & fixing UV stabilised fiber glass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 2 mm thick corrugated
4050
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Providing and fixing pre-coated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete (Refer 9.02): Ridges plain (500 – 600mm)
660
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Providing and fixing pre-coated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete (Refer 9.02): Corrugated Aprons. (Upto 600 mm)
1350
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Providing and fixing pre-coated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete (Refer 9.02): Barge board (Upto 300 mm).
660
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Providing and fixing pre-coated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete (Refer 9.02): Gutter. (600 mm over all girth).
1350
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Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto anypitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
42200
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WATER PROOFING
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Clearing the roof surface wherever required by manual scrapping/chipping to take out loose mortar, laitance etc. to expose the mother R.C.C roof surface. At the junction between the roof and the vertical face of the parapet wall a fillet 75mm (min.) in radius shall be constructed to receive the waterproofing treatment. In case of RCC parapet walls for taking in the waterproofing treatment a horizontal groove shall be left in the vertical face at the time of construction or made by using electrically operated cutter.
6120
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Providing and laying water proofing treatment using High solid content, liquid applied Elastomeric Polyurethane Waterproofing Membrane. The two component Solvent free Polyurethane coat shall have the following properties - 1. Solid content ASTM D 2369- ≥ 90% 2. Mixing ratio - 8:1 3. Elongation ASTM D 638 - 700-900% 4. Tensile strangth ASTM D 638- 1-2 MPa . The coating shall be applied to a minimum thickness of 600 microns (300µX2) thickness with separate wearing course ( as per ASTM C 898 & 836) over application of 2 component, solvent free Epoxy Primer of 200 microns with tensile of 20-30 MPa and elongation of 4-5% for smooth surface and act as primer coat at all elevations in vertical and horizontal surface etc including labour, material, equipment handling, preparation of surface, transportation, placing, leveling, curing, testing, etc complete as per specifications, drawing and instruction of the Engineer-in-charge.
6120
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Providing and laying screed concrete ( 1:2:4 or as per design) ensuring that the elastomeric coating is not ruptured. A layer of Geo-textile cloth ( 150 to 200 GSM ) to be laid over coated surface as a separating layer between elastomeric coating and screed. The screed concrete is to be laid preferably in a slope of 1 in 100 as well as maintaining a thickness of 25mm near the rain water outlet pipe on the entire horizontal ELASTOMERIC COATING applied roof surface . Plastering (in the ratio 1:4 or so) on the entire vertical ELASTOMERIC COATING applied surface.To prevent substantial cracking of screed concrete and plaster, chicken wire mesh/Recron fibre to be used as an added precaution. The total system can also be applied over already laid screed concrete for sloping of original mother RCC roof surface , provided the coating is protected after application as described above , i.e Geo-textile cloth and PCC screed.
6120
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FLOORS AND BASES :
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Supplying and laying hard core under floors including watering, ramming, bliding and well consolidating with broken stone aggregates 90 mm to 45 mm in layers of maximum compacted thickness of 150 mm including filling the voids with smaller stone chips and with blinding materials fine river sand, (Payment shall be made for finished thickness of hard core) Consolidation by road roller.
6115
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52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but including the cost of nosing of steps etc. complete.
40235
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Providing and laying reinforced cement concrete of grade M-20 in pavement floors in plant areas(using 20 mm. nominal gauge graded stone aggregate) machine mixed and mechanically vibrated and finished to a fair face but excluding the cost of centring, shuttering and reinforcement in slabs at ground floor level. Floors are to be cast in the panel of 3 metre x 3 metre with broom finish and painting side surfaces with two coats of bitumen paint of approved quality, complete in all respects as per direction of Engineer-in-Charge.
10025
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Providing, laying and fixing the tiles of approved quality and make in cement mortar 1:3 including 20 mm thick mortar bed, filling joints with cement admixed with matching pigments and cleaning etc. Complete as directed- polished vitrified tiles of min size 600mm X 600mm mirror polish 8-10 mm thk. Tiles should be first quality full body vitrified tiles of Nitco /Johnson/Kajaria make; Colour and design approved by Engineer-in-charge.
2450
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Same as item no.11.04 above but in skirting, 100mm high laid flush with the plastered /painted surface, as approved by Engineer-in-charge.
600
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Providing and laying non-skid Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make (as per Vendor List) in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.
200
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Providing and laying 1st quality ceramic tiles of minimum thickness 5 mm of size : 300MM X 450MM, of approved quality / make/finish as Vendor List on 20mm thick 1:4 (1 cement : 4 coarse sand) mortar bedding for dado including finishing of joints with white / pigment of matching shade etc. complete, as approved by Engineer in-charge.
90
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Providing and laying in position at all heights 25 mm thick Kota stone tiles in flooring and trades over 20 mm (Average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete.
320
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Providing and fixing in position at all heights Kota stone tiles 25 mm thick in risers of steps for skirting/dado 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 tiles including rubbing, polishing, etc., complete in all respects.
300
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Extra for nosing trades of steps of kota stone slab. Job included full round moulding of kota stone slab with mirror polishing by hand grinding machine etc. complete & as directed by Engineer-in-charge.
500
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FINISHING
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Providing at all heights 12 mm thick cement plaster on brick work, exposed surfaces of RCC lintels, beams, etc., complete in all respects and as directed with cement plaster mix : 1:2:2 (1 cement: 2 fine sand: 2 coarse sand).
9570
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Providing at all heights 15 mm thick cement plaster on rough side of single or half brick walls, etc., complete in all respects and as directed with cement plaster mix : 1:2:2 (1 cement: 2 fine sand: 2 coarse sand).
17700
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Providing at all heights 6 mm thick cement plaster to ceiling, etc., complete in all respects and as directed with cement plaster mix : 1:3 (1 cement: 3 fine sand).
13200
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Providing and applying Acrylic Smooth exterior paint of required shade of approved brand n make on exterior walls (two or more coats 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)). The job includes preparation of surface, applying two coat of putty to make good the unevenness of the surfaces including necessary scaffolding etc. complete for all heights. as per and as directed & instructed by engineer-in-charge
10370
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Providing and applying distempering with oil bound washable distemper of approved brand and manufacture to give an even shade with good quality acrylic washable distemper (readymade) of approved manufacture's specification. Two or more coats on new work. The job includes preparation of surface, providing and applying manufacture's approved distemper primer and applying two coat of putty to make good the unevenness of the surfaces including necessary scaffolding etc. complete for all heights. As per and as directed & instructed by engineer-in-charge
21570
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Providing impregnation into prepared concrete surface and seal all the pores with a very low viscosity Polymethyl Methacrylate monomer (5 cps viscosity) to be applied by brush with a consumption of minimum 0.25 kg/m2
36500
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Providing and applying structural grade Epoxy Bonding agent, (with bond strength of 3 N/mm2) over concrete prior to screed concrete. Bonding agent to be used as per application procedure of manufacturer.
12000
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Providing self levelling Screed using proportion 1:1:0.5 cement: sand : 8 mm down aggregates ( by weight) with addition of suitable free flow and performance improving additives namely micro silica, shrinkage compensating admixtures, polymers, high range super plasticizers all in premixed powder form pack in correct proportion as % of cement weight. W/C ratio not to exceed 0.4. The mixture should be done in half bag mixers by re proportioning and laid on prepared surface with bonding agent applied. The item to including providing all materials mixing, laying, tamping and levelling and curing for next 4 days with sprinkling of water etc complete. The 28 day compressive strength of the screed to be 37.5 N/mm2
200
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Providing and applying structural grade Epoxy Bonding agent, (with bond strength of 3 N/mm2) over screed concrete. Bonding agent to be used as per application procedure of manufacturer.
7000
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Providing and applying 3 mm thick self levelling epoxy phenolic screed using Epoxy Phenolic Solvent free resin in proportion of 1 part mixed resin (Part A and Part B together) to 2 parts of sharp silica sand 600 micron down on dry and clean surface of the self levelling cementitious screed done earlier, using special fork type leveller tool and allowing the screed to sure for 48 hours.
7000
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Providing and applying on all internal walls and slab soffits including beams and cut outs, three coat epoxy phenolic solvent containing protective coating with one non pigmented primer coat and two subsequent colour coats with brush or airless spray machine with total dry film thickness of 225 +/- 10 microns.
Adhesion with concrete BS 3900 -E-10-79 - Min 2.5 N/mm2 Tensile Strength ASTM D 2370 -79 - Min 15 N/mm2 Elongation ASTM D 2370-79 - 15% ( min elongation of coating ) Specific permiability ASTM D 1653-74 - Min 0.15mg/cm2/mm/24 hrs
21000
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Providing and applying two coats of coal tar based Epoxy paint of approved brand and manufacture as Vendor List, in foundation and plinth over dry RCC /Cement concrete surfaces (both horizontal and vertical surfaces) such as all equipment foundations, column footings, columns, beams, pedestals, etc., of a dry film thickness of minimum 200 microns (for two coats) including necessary preparation of surfaces such as scraping, removal of loose particles, dust, through cleaning, etc., complete as directed.
13400
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Base Surface Requirement: Base floor substrate should be minimum M20 grade reinforced concrete surface, clean dry (moisture below 5%),sound and finished smooth and levelled. Surface Preparation : Clean the surface thoroughly by mechanical means preferably using vacuum assisted mechanical grinders to remove loose particles, dust, dirt, laitance, etc. All the stickers on the floor shall be removed and the area cleaned thoroughly. Any cracks above 1mm should be grove cut, cold/construction joints to be given suitable treatment. (Expansion /Isolation joints to be provided with flexible PU sealant and will be in the scope of civil contractor) .Primer Application : A coat of epoxy primer as per approved Vendor list shall be applied on the prepared surface by using brush/roller. 800 microns Epoxy Screed : The 800 microns thick epoxy screed for heavy duty movement shall be laid to take heavy load on the floor and reduce the level difference if any. Conductive Grid : The self adhesive copper grid shall be provided across the area with 10 mtr spacing. The copper stripe shall be taken out at few points to connect the same to earth pit. (Connecting to earthing strip and making earthing pit will be in the scope of civil/electrical contractor).Conductive Base Coat : A second coat of conductive primer shall then be applied on entire area sandwiching the copper grid. This layer forms the electrical plane through static charges are dissipated. Allow coating to cure for 12 Hrs.1 MM Self-Leveling Anti-Static Topping : Lay 1 mm thick dissipative grade Self Smoothening Epoxy topping on the entire primed area. The surface resistivity of the total system shall be in the range of 1x10^6 Ohms to 1x10^9 Ohms as per the ASTM F 150, EOS/ESD Standard 7.1 or NFPA 99 A guidelines.
900
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SANITARY WORK
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Providing and fixing oval shape counter top type coloured Vitreous China wash basin of size 630x450 mm of Hindware/cera/parryware/Jaqar, tato or eqivalent incl. The following accessories :Providing and fixing pillar cock of Jaquar or equivalent make all other fittings like CP waste coupling, CP brass bottle trap, CP brass stop cock, tap, as required all connecting arrangement etc. including painting of fittings and brackets, cutting and making good the walls wherever required:
10
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Providing and fixing coloured vitreous European type water closet with 8-10 ltr flushing cistern of Hindware/cera/parryware or equivalent) with seat and lid ;C.P brass hings and rubber buffers with ;overflow arrangement with specials of standard make and mosquito proof coupling of approved design complete including painting of fitting and brackets cutting and making good the walls and floors wherever required.
10
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Providing and fixing bevelled edge mirror of superior glass (of approved quality) of 5mm thick of size 1000 x 750 mm of Belgium Glass or equivalent, 6mm wooden ply wood, wooden beads with 3M adhesive alround of specified size and Chamfered, fixing with wooden plugs with CP brass screws and cup washers etc. All complete as per the directions of engineer In-charge.
10
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Supplying and fixing white vitreous china flat back large auto flush type gents urinal with concealed censor of Hindware/cera/parryware or equivalent with CP flush valve, CP pipe connections CP waste coupling CP brass bottle trap 32 mm UPVC waste line of require length CP spreader unit and extension pipe all complete as directed.
20
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Supplying and fixing urinal partition with single glass small SS bracket of 02 no. Per partition with fixing tightly with screws with 8 mm thick frosted toughened glass edge polished with minimum size of 600 x 750mm shaped and edges rounded complete as directed.
15
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Providing & fixing Nahani Traps. The work shall include fixing the trap in P.C.C. 1:2:4, and shall be provided with Chromium plated brass hinged type heavy grating on the top. The deep seal traps shall have generally 50mm water seal, as required complete in all respect.
20
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Providing and fixing C.P. brass bib cock (of 15 mm nominal bore) of approved quality conforming to IS:8931 : Short body bib cock
10
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Providing and fixing C.P. brass bib cock (of 15 mm nominal bore) of approved quality conforming to IS:8931 : Health Faucets
10
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Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
10
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Providing and fixing C.P. brass angle valve of approved quality (15 mm nominal bore)
10
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Providing and erecting readymade storage tanks of approved manufacturer as per Vendor List and required size for capacity 2500 Lit including connecting necessary supply lines, delivery lines, wash water line and with manhole cover at top of not less than 450mm clear dia, with locking arrangement complete as per drawing and as directed and instructed by Engineer-In-Charge.
4
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Making soak pit for 50 users as per standard design & Drawing.
4
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, 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 & including all fixtures 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. 15 mm nominal outer dia Pipes
70
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, 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 & including all fixtures 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. : 20 mm nominal outer dia Pipes
70
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, 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 & including all fixtures 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. 25 mm nominal outer dia Pipes
100
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Providing and fixing soil/ waste PVC pipes as required connecting properly with pipe and filling all joints as required at any level (including tees, bends, plain junction, stays & clamps and other fixtures as required complete in all respect. 75 mm dia.
50
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Providing and fixing soil/ waste PVC pipes as required connecting properly with pipe and filling all joints as required at any level (including tees, bends, plain junction, stays & clamps and other fixtures as required complete in all respect.100 mm dia.
100
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Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
2
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Providing and fixing toilet paper holder C.P. brass of approved make.
10
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Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe- 32 mm dia.
10
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Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
10
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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. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms
10
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MISCELLANEOUS :
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Providing and laying "SHRINKKOMP- 20" anti-shrinkage grouting in pockets and base plates of light dynamic machines such as small pumps and compressors as per manufacturer's specifications, complete in all respects as per direction of Engineer-in-Charge.
40
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Providing and fixing in position 25 mm thick shalitex board in expansion joints or around machine foundations or in floors with necessary shalitex sealing compound, complete in all respects as per direction of Engineer-in-Charge :
190
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Providing and fixing G.I. pipe sleeve including grouting in wall & floor with concrete 1:2:4 (1 cement: 2 sand: 4 stone chips 20 mm and down) , complete in all respects as per direction of Engineer-in-Charge :
350
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Supplying and filling in under floors, etc., with fine sand at all depths in layers not exceeding 20 cms. in thickness including consolidating and dressing each deposited layer by ramming and watering, etc., complete in all respects as per direction of Engineer-in-Charge
45
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Providing and fixing removable raised/false access flooring with system and its components of approved make for different plenum height with possible height adjustment upto 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame workand G.I. Pedestal etc. all complete, as per the architectural drawings,as specified and as directed by Engineer-in-charge consisting of - : 1) Providing at required spacing to form modular framework, pedestalsmade out of GI tube of thickness minimum 2 mm and 25 mm outerdiameter, fully welded on to the G.I. Base plate of size 100mm x 100mmx 3mm at the bottom of the pedestal tube, G.I. pedestal head of size75mmx75mmx3.5 mm welded with GI fully threaded stud 16mm outerdiameter with two GI Check nuts screwed on the stud for level adjustment upto 50mm, locking and stabilizing the pedestal head in position at the required level. The pedestals shall be fixed to the subfloor (base) throughbase plate using epoxy based adhesive of approved make or the machinescrew withdrawl plug. 2) Stringers system in all steel construction hot dipped galvanized ofrectangular size 570x20x30x0.80mm thick having holes at both endsfor securing the stringers on to the pedestal head using fully threadedscrews ensuring maximum lateral stability in all directions, the gridformed by the pedestal and stringer assembly shall receive the floorpanel, this system shall provide adequate solid, rigid support for accessfloor panel, the system shall provide a minimum clear uninterruptedclearance between the bottom of the floor for electrical conduits andwiring etc. all complete as per the architectural drawings, as specifiedand as directed by the Engineer-in-charge. 3) Providing and fixing Access Floor panel of 600x600x32 mm mediumgrade Filled Steel anti static high pressure Lamination of 800H grade(FS800H). Access Floor panel shall be steel welded construction withan enclosed bottom pan with uniform pattern of 64 hemispherical cones.The top and bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7mm fused spot welded together (minimum 64 welds in each dome and20 welds along each flange). The panel should be corrosion resistantepoxy coated for lifetime rust protection and cavity formed by the topand bottom plate is filled with Pyrogrip noncombustible Portlandcementitious core mixed with lightweight foaming compound. The accessfloor shall be factory finished with Anti-static High Pressure laminatewith Non Warp technology upto 1mm thickness for superior adhesionand Surface flatness within 0.75mm.The panel is to withstand aConcentrated Load of 363 kgs applied on area 25mm x 25mm withoutcollapse in the centre of the panel which is placed on four steel blocks.The panel will withstand and Uniformly Distributed Load (UDL) minimum1250 kg/sqm and, an impact load of 50kg all complete as per theapproved manufacturers specification and as per the direction of Engineer-in-charge. All specification must be printed on the side of thepanel to ensure the quality of the product.
140
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Providing and fixing false ceiling at all heights with integral densifiedcalcium silicate reinforced with fibre and natural filler false ceilingtiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as perIS 8225:1987, Light reflectance of 85% (minimum). Non combustibleas per BS:476 (part-4), fire performance as per BS:476 (part 6 &7),humidity resistance of 100%, thermal conductivity 0.043 W/m Kas per ASTM 518:1991, in true horizontal level suspended on inter-locking metal powder coated T-Grid of hot dipped galvanised ironsection of 0.40 mm thick on Silhouette profile,rotary stiched doublewebbed white with 6 mm reveal profile (white/black),comprising ofmain-T runners of size 15x42 mm of length 3000 mm, cross - T ofsize 15x42 mm of length 1200 mm and secondary intermediatecross-T of size 15x42 mm of length 600mm to form grid module ofsize 600 x 600 mm, suspended from ceiling using galvanised mildsteel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8mm outer diameter M-6 dash fasteners, 6 mm dia fully threadedhanger rod upto 1000 mm length and L-shape level adjuster of size85x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall /partition with the help of plastic rawl plugs at 450 mm center tocenter and 40mm long dry wall S.S screws. The work shall be carriedout as per specifications, drawing and as per directions of theEngineer-in-Charge. With 15 mm thick integral densified micro edge lightweight calcium silicate false ceiling tiles
625
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Supplying, fabricating and fixing in position S.S. anchor plates (SS 304), hooks, insert plates, S.S. flats, S.S. angle inserts and the like including welding M.S. lugs, etc., and embedding in cement concrete /R.C.C. works as per approved drawings complete in all respects and as per direction of Engineer-in-Charge.
200
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Supply & laying 400 micron UPVC Sheet (of approved make confirming to BIS-2076-1981/ relevant codes) as per approved drawings complete in all respects and as per direction of Engineer-in-Charge.
250
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Supplying, Drilling/Cleaning hole and injecting slow curing time, high bond stress value Hilti HIT-RE 500 chemical or equivalent Fischer make with the help of HIT-MD 2000 dispenser, into a hole of dia & depth as per manufacturer specification and fixing HYSD rebars in concrete thereof. Fixing methodology to be followed as per manufacturers guidelines. The chemical should have successful usage in wet or water saturated concrete/diamond cored holes as well. Plugs shall be used along with dispenser to inject RE 500 chemical or equivalent for deeper embedment depth of rebars i.e more than 300 mm in concrete. Reinforcements/rebars shall be supplied separately and the payments shall be made against respective items. Item includes all necessary scaffoldings required for completion of the work. :12 mm dia. HYSD rebars
8
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Supplying, Drilling/Cleaning hole and injecting slow curing time, high bond stress value Hilti HIT-RE 500 chemical or equivalent Fischer make with the help of HIT-MD 2000 dispenser, into a hole of dia & depth as per manufacturer specification and fixing HYSD rebars in concrete thereof. Fixing methodology to be followed as per manufacturers guidelines. The chemical should have successful usage in wet or water saturated concrete/diamond cored holes as well. Plugs shall be used along with dispenser to inject RE 500 chemical or equivalent for deeper embedment depth of rebars i.e more than 300 mm in concrete. Reinforcements/rebars shall be supplied separately and the payments shall be made against respective items. Item includes all necessary scaffoldings required for completion of the work. :16 mm dia. HYSD rebars.
8
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Supplying, Drilling/Cleaning hole and injecting slow curing time, high bond stress value Hilti HIT-RE 500 chemical or equivalent Fischer make with the help of HIT-MD 2000 dispenser, into a hole of dia & depth as per manufacturer specification and fixing HYSD rebars in concrete thereof. Fixing methodology to be followed as per manufacturers guidelines. The chemical should have successful usage in wet or water saturated concrete/diamond cored holes as well. Plugs shall be used along with dispenser to inject RE 500 chemical or equivalent for deeper embedment depth of rebars i.e more than 300 mm in concrete. Reinforcements/rebars shall be supplied separately and the payments shall be made against respective items. Item includes all necessary scaffoldings required for completion of the work. :20 mm dia. HYSD rebars.
8
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Supplying, Drilling/Cleaning hole and injecting slow curing time, high bond stress value Hilti HIT-RE 500 chemical or equivalent Fischer make with the help of HIT-MD 2000 dispenser, into a hole of dia & depth as per manufacturer specification and fixing HYSD rebars in concrete thereof. Fixing methodology to be followed as per manufacturers guidelines. The chemical should have successful usage in wet or water saturated concrete/diamond cored holes as well. Plugs shall be used along with dispenser to inject RE 500 chemical or equivalent for deeper embedment depth of rebars i.e more than 300 mm in concrete. Reinforcements/rebars shall be supplied separately and the payments shall be made against respective items. Item includes all necessary scaffoldings required for completion of the work. :25 mm dia. HYSD rebars.
8
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Supplying, Drilling/Cleaning hole and fixing heavy duty Hilti chemical anchors HVA-E or equivalent Fischer anchor for fixing of insert plates in concrete. Anchors comprises of HVU chemical foil capsule containing styrene free Urethane Metacrylate resin, hardener, quartz, sand/corundum and threaded rod HAS-E of steel grade 5.8 for sizes M8-M24 and 8.8 grade for M27-M39. All threaded rods shall have chiselled tip. The steel grades shall conform to IS1367, part 3.All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS-HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacturers guidelines. Item includes all necessary scaffoldings required for completion of the work. : Anchor Size M10
8
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Supplying, Drilling/Cleaning hole and fixing heavy duty Hilti chemical anchors HVA-E or equivalent Fischer anchor for fixing of insert plates in concrete. Anchors comprises of HVU chemical foil capsule containing styrene free Urethane Metacrylate resin, hardener, quartz, sand/corundum and threaded rod HAS-E of steel grade 5.8 for sizes M8-M24 and 8.8 grade for M27-M39. All threaded rods shall have chiselled tip. The steel grades shall conform to IS1367, part 3.All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS-HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacturers guidelines. Item includes all necessary scaffoldings required for completion of the work. : Anchor size M12
20
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Supplying, Drilling/Cleaning hole and fixing heavy duty Hilti chemical anchors HVA-E or equivalent Fischer anchor for fixing of insert plates in concrete. Anchors comprises of HVU chemical foil capsule containing styrene free Urethane Metacrylate resin, hardener, quartz, sand/corundum and threaded rod HAS-E of steel grade 5.8 for sizes M8-M24 and 8.8 grade for M27-M39. All threaded rods shall have chiselled tip. The steel grades shall conform to IS1367, part 3.All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS-HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacturers guidelines. Item includes all necessary scaffoldings required for completion of the work. : Anchor size M16
8
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Supplying, Drilling/Cleaning hole and fixing heavy duty Hilti chemical anchors HVA-E or equivalent Fischer anchor for fixing of insert plates in concrete. Anchors comprises of HVU chemical foil capsule containing styrene free Urethane Metacrylate resin, hardener, quartz, sand/corundum and threaded rod HAS-E of steel grade 5.8 for sizes M8-M24 and 8.8 grade for M27-M39. All threaded rods shall have chiselled tip. The steel grades shall conform to IS1367, part 3.All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS-HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacturers guidelines. Item includes all necessary scaffoldings required for completion of the work. Anchor size M20
8
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Supplying, Drilling/Cleaning hole and fixing heavy duty Hilti chemical anchors HVA-E or equivalent Fischer anchor for fixing of insert plates in concrete. Anchors comprises of HVU chemical foil capsule containing styrene free Urethane Metacrylate resin, hardener, quartz, sand/corundum and threaded rod HAS-E of steel grade 5.8 for sizes M8-M24 and 8.8 grade for M27-M39. All threaded rods shall have chiselled tip. The steel grades shall conform to IS1367, part 3.All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS-HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacturers guidelines. Item includes all necessary scaffoldings required for completion of the work.: Anchor Size M24
8
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Supplying, Drilling/Cleaning hole and fixing heavy duty Hilti chemical anchors HVA-E or equivalent Fischer anchor for fixing of insert plates in concrete. Anchors comprises of HVU chemical foil capsule containing styrene free Urethane Metacrylate resin, hardener, quartz, sand/corundum and threaded rod HAS-E of steel grade 5.8 for sizes M8-M24 and 8.8 grade for M27-M39. All threaded rods shall have chiselled tip. The steel grades shall conform to IS1367, part 3.All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS-HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacturers guidelines. Item includes all necessary scaffoldings required for completion of the work. Anchor Size M27
8
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Supplying, Drilling/Cleaning hole and fixing heavy duty Hilti chemical anchors HVA-E or equivalent Fischer anchor for fixing of insert plates in concrete. Anchors comprises of HVU chemical foil capsule containing styrene free Urethane Metacrylate resin, hardener, quartz, sand/corundum and threaded rod HAS-E of steel grade 5.8 for sizes M8-M24 and 8.8 grade for M27-M39. All threaded rods shall have chiselled tip. The steel grades shall conform to IS1367, part 3.All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS-HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacturers guidelines. Item includes all necessary scaffoldings required for completion of the work. Anchor Size M30
36
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Supplying, Drilling/Cleaning hole and fixing heavy duty Hilti chemical anchors HVA-E or equivalent Fischer anchor for fixing of insert plates in concrete. Anchors comprises of HVU chemical foil capsule containing styrene free Urethane Metacrylate resin, hardener, quartz, sand/corundum and threaded rod HAS-E of steel grade 5.8 for sizes M8-M24 and 8.8 grade for M27-M39. All threaded rods shall have chiselled tip. The steel grades shall conform to IS1367, part 3.All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS-HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacturers guidelines. Item includes all necessary scaffoldings required for completion of the work.: Anchor Size M33
8
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Supplying, Drilling/Cleaning hole and fixing heavy duty Hilti chemical anchors HVA-E or equivalent Fischer anchor for fixing of insert plates in concrete. Anchors comprises of HVU chemical foil capsule containing styrene free Urethane Metacrylate resin, hardener, quartz, sand/corundum and threaded rod HAS-E of steel grade 5.8 for sizes M8-M24 and 8.8 grade for M27-M39. All threaded rods shall have chiselled tip. The steel grades shall conform to IS1367, part 3.All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS-HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacturers guidelines. Item includes all necessary scaffoldings required for completion of the work. : Anchor Size M36
132
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Providing and cutting concrete ( Rectangle / square ) upto 750mm deep using Hilti D-LP 32/ DS-TS 32 wall saws or equivalent having diamond saws and central water cooling system for accurate and vibration free cutting. The system should be operated using digital remote control. Suitable & sufficient scaffoldings shall be provided separately for all work that cannot be done safely from ground or other available means of safe support and the payments for this shall be made against respective items. (Approx 20 pieces at different places of plant.)
15
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Providing and fixing 16 mm M.S. Fan clamps of standard shape andsize in existing R.C.C. slab, including cutting chase, anchoring clampto reinforcement bar, including cleaning, refilling, making good thechase with matching concrete, plastering and painting the exposedportion of the clamps complete.
30
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Providing and fixing 10 mm thick acid and/or alkali resistant tiles ofapproved make and colour using acid and/or alkali resisting mortarbedding, and joints filled with acid and/or alkali resisting cement as perIS : 4457, complete as per the direction of Engineer-in- Charge. :Acid and alkali resistant tile In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proofcement : 4 coarse sand)
150
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Providing and fixing 10 mm thick acid and/or alkali resistant tiles ofapproved make and colour using acid and/or alkali resisting mortarbedding, and joints filled with acid and/or alkali resisting cement as perIS : 4457, complete as per the direction of Engineer-in- Charge. : Acid and alkali resistant tile In dado/skirting on 12 mm thick mortar 1:4 (1 acid proofcement : 4 coarse sand)
150
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Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838 in expansion joints including sealing the joints at the exposed ends with approved quality sealing compound including application of an approved primer as per manufacturer's specifica- tions and as per direction of the Engineer-in-Charge.
100
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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.: 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
100
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Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
200
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Providing, fabricating and fixing in position double leaf gates of any height with one wicket door within the main gate, all made out of structural steel sections such as M.S. Angles, Tees, Channels, Plates, Flats, etc., for all horizontal, vertical and diagonal members, M.S. Gusset plates including providing and fixing in position at all heights hard drawn steel wire fabric mesh of size 75 mm x 25 mm and weight not less than 7.75 kg/sq.m. welded with frames, including providing and fixing necessary lock plate, handles, locking arrangement and other fittings, drilling of holes wherever required, welding etc. including providing necessary hinge plates welded to insert plates embedded in RCC columns, bolts and nuts for hinge etc. including providing and applying painting, complete in all respects and direction of Engineer-in-Charge : With providing and applying two coats of high build zinc phosphate primer of approved brand and manufacture compatible to chlorinated rubber paint at a dry film thickness of 50 micron per coat on structural steel work after preparation of surfaces including providing and applying two coats of chlorinated rubber based paint of approved colour, brand and manufacture at a dry film thickness of 50 microns per coat
10
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Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
1000
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Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration
2000
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RAIN WATER HARVESTING (EXCAVATION, PCC, RCC, SHUTTERING, REINFORCEMENT & BRICK WORK SHALL BE PAID SEPERATELY AS PER ITEM SPECIFIED ABOVE)
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Providing, hoisting and fixing precast reinforced cement concrete work including the cost of required centering, shuttering but, excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
8
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Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
15
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Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
15
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Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.
15
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Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
10
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Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, for all depth below ground level. : Upto 300 mm dia bore hole for all types of soil.
100
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Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. : Upto 200 mm nominal size dia
100
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PILING WORKS
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Boring, providing and installing bored cast-in-situ R.C.C. piles using cement concrete of grade M30 with Ordinary Portland Cement (OPC), Portland Slag Cement (PSC) or Portland Pozzolona Cement (PPC), with minimum cement content of 400 kg/cu.m, by approved technique through all types of subsoil strata using coarse aggregates of 20 mm and down size to carry a safe working load not less than that specified in the drawing, excluding the cost of steel reinforcement but including the cost of boring with casing and/or bentonite solution for maintaining borehole side, tremie concreting, supply of necessary materials and labours and carrying out all ancillary works, disposal of surplus materials including earth/muck for all leads and lifts within factory premises, shifting of plant and equipment from one pile location to other, all complete as per drawing and direction of Engineer-in-charge.
(The rate of this item shall include charges for mobilisation of required no. of power operated mechanical piling rigs including all ancillary equipments, tools, tackles etc. all complete necessary to install Bored cast-in-situ R.C.C. piles at site. No extra payment shall be made on this account.)
Length of pile up to 20 ± 2.0 meters below cut-off level.
600 mm dia pile boring in soil layer
1000
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Boring, providing and installing bored cast-in-situ R.C.C. piles using cement concrete of grade M30 with Ordinary Portland Cement (OPC), Portland Slag Cement (PSC) or Portland Pozzolona Cement (PPC), with minimum cement content of 400 kg/cu.m, by approved technique through subsoil strata using coarse aggregates of 20 mm and down size to carry a safe working load not less than that specified in the drawing, excluding the cost of steel reinforcement but including the cost of boring with casing and/or bentonite solution for maintaining borehole side, tremie concreting, supply of necessary materials and labours and carrying out all ancillary works, disposal of surplus materials including earth/muck for all leads and lifts within factory premises, shifting of plant and equipment from one pile location to other, all complete as per drawing and direction of Engineer-in-charge.
(The rate of this item shall include charges for mobilisation of required no. of power operated mechanical piling rigs including all ancillary equipments, tools, tackles etc. all complete necessary to install Bored cast-in-situ R.C.C. piles at site. No extra payment shall be made on this account.)
Length of pile up to 20 ± 2.0 meters below cut-off level. 600 mm dia pile boring in moderately weathered sedimentary /sandstone/claystone rock layer including rock socketing as per IS 14593
3000
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Carrying out initial load tests to two and half times the allowable load on the piles as per IS: 2911 , Part-IV / IS 14593 including all the necessary arrangements such as platform, kentledge, jacks, measuring devices etc. all complete for 600mm dia - Vertical load capacity : Above 325.0 MT up to 375.0 MT
2
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Carrying out initial load tests to two and half times the allowable load on the piles as per IS: 2911 , Part-IV / IS 14593 including all the necessary arrangements such as platform, kentledge, jacks, measuring devices etc. all complete for 600mm dia. - Uplift capacity : Above 275.0 MT up to 325.0 MT
2
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Carrying out initial load tests to two and half times the allowable load on the piles as per IS: 2911 , Part-IV / IS 14593 including all the necessary arrangements such as platform, kentledge, jacks, measuring devices etc. all complete for 600mm dia. - Lateral load capacity : Above 10.0 MT up to 15.0 MT
2
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Carrying out routine load tests to one and a half times the allowable load on the piles as per IS:2911, Part-IV /IS 14593 including all the necessary arrangements such as platform, kentledge, jacks, measuring devices etc. all complete for 600mm dia. - Vertical load capacity : Above 325.0 MT up to 375.0 MT
2
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Carrying out routine load tests to one and a half times the allowable load on the piles as per IS:2911, Part-IV /IS 14593 including all the necessary arrangements such as platform, kentledge, jacks, measuring devices etc. all complete for 600mm dia. - Uplift capacity : Above 275.0 MT up to 325.0 MT
2
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Carrying out routine load tests to one and a half times the allowable load on the piles as per IS:2911, Part-IV /IS 14593 including all the necessary arrangements such as platform, kentledge, jacks, measuring devices etc. all complete for 600mm dia. - Lateral load capacity : Above 10.0 MT up to 15.0 MT
2
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Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 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 personnel for conducting the test & submission of results, all complete as per direction of Engineer-in-charge.
200
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