Indian Institute Of Technology Tender
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Indian Institute Of Technology - IIT Tender
Civil And Construction
Civil Works Others
Building Construction
Eprocure
Opening Date6 Mar 2019
Closing Date21 Mar 2019
Tender Amount₹ 2,36,71,325
Costs
EMD
₹ 4,18,615Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Development of Sports Facilities
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_IITMD_412781_3Bid Award Id
ViewTender No
IIT Mandi (CW)/SE-1000/2018-19/8180-82 dt.29.11.18Tender Authority
Indian Institute Of Technology ViewPurchaser Address
-Website
http://https://www.iitmandi.ac.in
GEM & Bid Advisory Services
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Documents
Development of sports facilities in North Campus (Construction of RCC Wall, Drain with MS Grating, G.I. Chain link fencing for Hockey ground, Cricket practice Pitch, Basketball court, Tennis court and Kiosk in LP-01 at North Campus of IIT Mandi.
BOQ Items
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
183
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : "1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
37
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
341
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Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
210
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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). All works upto plinth level as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
690
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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) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
46
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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
2150
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Providing and fixing on wall face 110 mm diameter unplasticised Rigid PVC pipes conforming to IS : 13592 Type A, for weep hole in retaining wall and toe wall etc. as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
360
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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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
15250
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Add / Deduct for using extra / Less cement in the items of design mix over and above the specified cement content therein.
68.5
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Making plinth protection 50mm 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 necessary excavation, levelling & dressing & finishing the top smooth as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
35
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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).All works above plinth level upto floor V level as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
55
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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. Thermo-Mechanically Treated bars of grade Fe-500D or more as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
87500
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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. Thermo-Mechanically Treated bars of grade Fe-500 D or more as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
6050
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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
30
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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
260
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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
80
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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
135
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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Stairs, (excluding landings) except spiral-staircases as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
20
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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Shelves (Cast in situ) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
10
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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Edges of slabs and breaks in floors and walls Under 20 cm wide as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
62
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within all lead and lift as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
40
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Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
19
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Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in: cement mortar 1:4 (1 cement : 4 coarse sand) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
6
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Providing and laying hard stone for soling hand packed under floor i.e carriage of material within lead and lift. as per entire satisfaction and direction of Engineer-in-charge
298
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Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble Area of slab over 0.50 sqm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
13
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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 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
17120
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
566.1
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Providing and fixing G.I. chain link fabric fencing of required width in mesh size 100x100 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete Made of G.I. wire of dia 4 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
600
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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. Size of Tile 600x600 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
202
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Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
86
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Providing and laying 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 in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
9
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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) : 25 mm thick as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
10.5
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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 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
6.84
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Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.
45
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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 Engineer- in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
133
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Providing and fixing precoated 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: Barge board (Upto 600 mm) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
40
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Providing and fixing up to floor five level machine moulded precast cement concrete solid block as per IS :2185 Part-I-including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete. 1: 7: 2 {1 cement :7(3.15 coarse sand:3.85 Crushed Stone Dust ): 2 graded stone aggregate 10mm nominal size} as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
50
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Providing & fixing Expandable Polystyrene (EPS) sheets of Density 16Kg/m3 and size 1000X500X75 mm in between cavity of PCC block to the cavity face of the leading tier with a coat of bitumen of grade 85/25 @ 0.85 Kg/Sqm over a primer coat of water based bituminous primer @ 1.5 Kg/Sqm etc. complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
250
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Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
250
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Extra for forming cavity 5 cm to 11.5 cm wide in cavity walls with necessary weep and vent holes including use of cores and cost of providing and fixing bitumastic coated M .S. ties 300 mm long of 25x3 mm section at not less than 3 ties per sqm as per approved design.
250
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6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
125
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12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
35
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12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift
565
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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 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
690
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Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
500
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Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
190
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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 / pC.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) : For fixed portion. Powder coated aluminium (minimum thickness of powder coating 50 micron) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
380
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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) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
1005
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Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
12
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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 (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5.50 mm thickness as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
50
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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): With frost glass panes of 5.00 mm thickness complete as per architectural drawings as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
1
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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. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
30
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Providing and fixing aluminium handles, ISI marked, powder coated (coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete. 200mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
26
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Providing and fixing aluminium handles, ISI marked, Powder coated aluminium (minimum thickness of powder coating 50 micron) transparent or dyed to required colour or shade, with necessary screws etc. complete.100 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
52
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Providing and fixing aluminium tower bolts, ISI marked, powder coated (coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete.200 x 10 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
13
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Providing and fixing aluminium tower bolts, ISI marked, powder coated (coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete.150 x 10 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
72
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Providing and fixing bright finished brass hard drawn hooks and eyes : 300 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
24
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Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
13
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Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
13
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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 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
13
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P/F dash fastner /chemical fastner for frame work as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
192
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Providing and Fixing tiles of size 595 x 595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main 'T' runner suitably spaced at joints to get required length and of size 24x38mm made from 0.33 mm thick (minimum) sheet, spaced 1200mm centre to centre, and cross "T" of size 24x28mm made out of 0.33mm (Minimum) sheet, 1200mm long spaced between main 'T' at 600mm centre to centre to form a grid of 1200x600mm and secondary cross 'T' of length 600mm and size 24 x28mm made of 0.33mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600mm panel to from grid of size 600x600mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450mm centre to centre with 25mm long dry wall screws @ 230mm interval and laying the tiles in the grid including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required, Main 'T' runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6mm fixed to ceiling with 12.5 mm dia and 50mm long dash fasteners, 4mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200mm centre to centre along main 'T' , bottom exposed with 24mm of all T-sections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by engineer-in-charge.
Note :- Only tiled false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/opening (cut outs) having area less than 0.40 sqm. Mineral Fibre ceiling tiles of Meteor or equivalent finish tile Tegular edge laid on grid of colour white.
80
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Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
1860
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. 25 mm dia nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
165
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Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall. 15 mm dia nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
40
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
2
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Providing and fixing brass stop cock of approved quality : 15 mm nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
1
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Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 25 mm nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
5
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Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 15 mm nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
3
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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. 75 mm diameter as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
30
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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. 110 mm diameter as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
65
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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. Coupler, 75 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
4
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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. Coupler, 110 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
4
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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. Bend 87.5°, 75 mm bend as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
10
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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. Bend 87.5°, 110 mm bend as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
10
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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. Single tee without door. 75x75x75 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
4
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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. Single tee without door. 110x110x110 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
4
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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. Single tee with door. 75x75x75 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
4
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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. Single tee with door. 110x110x110 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
4
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Providing and fixing Nahani Trap 75mm x 110mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
7
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Providing and fixing Stainless steel jalli as per entire satisfaction and direction of Engineer -in-charge
7
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Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
2
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Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board. 510x1040 mm bowl depth 200 mm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
1
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Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe. 32 mm dia as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
3
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Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length. 15 mm nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
16
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Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115mm nominal bore as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
16
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Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
3
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Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
1
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Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel 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, all complete as per standard design : 0.91 m deep with SFRC cover and frame (heavy duty, HD20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
2
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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 (1 cement : 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 12 mm 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 : 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) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
2
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Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P type. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
3
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Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
2
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Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colourweighing not less than 88 gms as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
3
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Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
3
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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 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
3
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Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in charge.
2
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Providing and fixing toilet paper holder : C.P. brass as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
2
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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 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
3
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Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
900
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Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 6 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : Cement board 6mm thick conforming to IS: 14862:2000 including carriage of material in all lead and lift.
38
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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. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
1
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within all lead and lift: All kinds of soil. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia as per entire satisfaction and direction of Engineer-in-charge.
30
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Supplying and fixing C.I. cover with frame for manholes and septic tank: 455x610 mm rectangular C.I. cover (light duty) the weight of the cover and frame to be not less than 38 kg ( weight of cover 23 kg and weight of frame 15 kg) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.
2
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