Public Works Department Tender

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Public Works Department - PWD Tender

Works
Building Construction
Eprocure
Opening Date31 Dec 2024
Closing Date21 Jan 2025
Tender Amount₹ 15,43,01,427 
Notes
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Costs

Summary

Construction Of District Head Quarter Office Building For Excise And Taxation

Description

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[10.26.2]Providing and laying of precast terrazzo tiles 20 to 22 mm thick with graded marble chips of size up to 12 mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) : 2. Medium shade pigment using 50% white cement and 50% ordinary cement [Through Rate]

13.39

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[10.28.2]Providing and laying of precast terrazzo tiles 20 to 22 mm thick with graded marble chips of sizes up to 12 mm, in skirting and risers of steps not exceeding 30 cm in height, on 12 mm thick cement plaster 1:3 (1 cement : 3 coarse sand), jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of : 2. Medium shades pigment using 50% white cement and 50% ordinary cement [Through Rate]

1.38

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[10.29.1]Providing and laying of chequered terrazzo tiles 20 to 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : 1. Light shade pigment using white cement [Through Rate]

712.75

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[10.33.1]Providing and laying of brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 1. 1:4 (1 cement : 4 coarse sand) [Through Rate]

17.29

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[10.37.1]Providing and fixing of 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) : 1. 25 mm thick [Through Rate]

1496.03

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[10.38]Providing and fixing of 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. [Through Rate]

69.15

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[10.4]Providing and laying of screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping. [Through Rate]

6252.86

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[10.42]Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. [Through Rate]

67.11

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[10.50.1]Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 1. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. [Through Rate]

2389.86

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[10.51]Providing and fixing granite stone in all shades 15mm to 18 mm thick in skirting /dado, risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of Granite including labour for fixing cramps pins and dowels etc. [Through Rate]

271.72

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[10.58]Providing and fixing 1st 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. [Through Rate]

1228.97

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[10.59]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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete. [Through Rate]

14.28

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[10.63.3]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 @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 3. Size of Tile 800x800 mm [Through Rate]

2052.91

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[10.67.3]Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours and shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement and matching pigments etc. complete. 3. Size of Tile 800x800 mm [Through Rate]

123.18

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[10.70.2]Extra for grouting the joints of floor tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. 2. Size of Tile 600x600 mm [Through Rate]

1088.03

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[10.77]Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. [Through Rate]

88.23

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[11.4.2]10 mm thick cement plaster 2. 1:3 (1 cement: 3 fine sand) [Through Rate]

6619.98

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[11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) [Through Rate]

70.92

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[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]

551.81

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[11.5.4]12 mm cement plaster of mix : 4. 1:6 (1 cement: 6 fine sand) [Through Rate]

10790.82

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[11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate]

551.81

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[11.6.2]15 mm cement plaster on the rough side of single or half brick wall of mix : 2. 1:6 (1 cement: 6 fine sand) [Through Rate]

12109.71

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[11.60]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. [Through Rate]

30389.84

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[11.64.1]Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 1. New work (two or more coats) over and including water thinnable priming coat with cement primer [Through Rate]

24631.53

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[11.67.1]Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 1. Water thinnable cement primer [Through Rate]

241.14

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[11.68.3]Applying priming coat: 3. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works [Through Rate]

2269.54

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[11.76]Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. [Through Rate]

1338.56

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[11.77]Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. [Through Rate]

1337.91

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[11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. [Through Rate]

1338.56

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[11.82.1]Painting the wooden / metal surface with synthetic enamel paint of approved brand and manufacture to give an even shade : 1. Two or more coats on new work [Through Rate]

2382.35

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[11.94.1]Finishing walls with textured exterior paint of required shade : 1. New work (Two or more coats applied @ 3.28 litre/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm [Through Rate]

433.34

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[11.95.1]Finishing walls with Acrylic Smooth exterior paint of required shade : 1. New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) [Through Rate]

4254.83

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[12.10.2.2]Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. 2.2. Kiln seasoned and chemically treated Hollock wood 30 mm thick [Through Rate]

160.88

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[12.102.1]Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 1. 125 mm [Through Rate]

612

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[12.102.2]Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 2. 100 mm [Through Rate]

1100

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[12.102.3]Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 3. 75 mm [Through Rate]

574

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[12.113.2]Providing and fixing wooden handrail of required shape and design, with necessary screws, including labour, for rounding, vertical and horizontal bends and curves complete fixed in position. 2. commercial hard wood, such as Hollock, champ, chikrassy and chaplash, etc., (Non- coniferous timber other than teak, conforming to I.S.specification no.1003,kiln seasoned) [Through Rate]

0.81

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[12.157.1.1]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 / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 1.1. For fixed portion Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) [Through Rate]

5484.48

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[12.157.2.1]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 / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 2.1. 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) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) [Through Rate]

2400.44

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[12.158.2]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 aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. 2. Pre-laminated particle board with decorative lamination on both sides [Through Rate]

158.05

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[12.159.2]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): 2. With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) [Through Rate]

257.17

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[12.160.1]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 as per the direction of Engineer-in-charge. 1. With stainless steel cover plate minimum 1.25 mm thickness [Through Rate]

60

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[12.167.1]Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-in-charge 1. Anodized (AC 15 ) aluminium [Through Rate]

120

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[12.170]Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). [Through Rate]

769.65

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[12.176.1]Providing and fixing machine moulded aluminium covering of approved pattern and design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick and 15 mm dia , at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineer-in-charge. 1. Anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) [Through Rate]

374.05

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[12.19.2.1.2]Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 2.1.2. 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Kiln seasoned and chemically treated Hollock wood [Through Rate]

160.88

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[12.36.1]Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 1. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws [Through Rate]

1.88

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[12.36.3]Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 3. 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws [Through Rate]

1.41

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[12.37.1]Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 1. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws [Through Rate]

256.2

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[12.37.3]Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 3. 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws [Through Rate]

123.77

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[12.60.1]Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete : 1. 150 mm [Through Rate]

25

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[12.64.1]Providing and fixing oxidised M.S. double acting spring hinges with necessary screws etc. complete. 1. 150 mm [Through Rate]

25

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[12.84]Providing and fixing 50 mm bright finished brass cup board or wardrobe knob of approved quality with necessary screws. [Through Rate]

16

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[12.88]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 up to 35 kg and door width up to 700 mm), with necessary accessories and screws etc. complete. [Through Rate]

156

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[12.97.1]Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 1. 125x75x4 mm [Through Rate]

931

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[12.97.3]Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 3. 100x75x4 mm [Through Rate]

598

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[12.98.1]Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 1. 300x16 mm [Through Rate]

365

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[12.98.2]Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 2. 250x16 mm [Through Rate]

70

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[12.99.3]Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 3. 200x10 mm [Through Rate]

614

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[12.99.4]Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 4. 150x10 mm [Through Rate]

349

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[12.99.5]Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 5. 100x10 mm [Through Rate]

574

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[13.10.2]Providing and fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 2. 5.5 mm thick glass panes [Through Rate]

677.49

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[13.21.1]Supply and fixing Windows frames (Chowkhats) including mullions consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (Base steel as per IS 513) with zinc of 120 gm/sqm and Powder coated with pure Polyester powder up to 50 microns (as per approved colour), 3 Nos. 100mm butt - hinges 2mm thick, 6 Nos. 1.2mm thick CRCA electroplated stiffner, 6 Nos. M.S hold fast with split and tail welded to stiffner plate 200mm long, receiver for aldrop, weld less corner assembly with brackets and screws, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.6mm of approved shade, fixed in position including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification and entire satisfaction of Engineer-in-charge. 1. Door Frame of size 80mm x 50mm with 37mm wide single rebate for 35mm door shutter [Through Rate]

1958.63

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[13.22.1]Supply and fixing Windows frames (Chowkhats) including mullions consisting frame fabricated from sheet roll formed out of 0.58mm thick galvanized sheet (Base steel as per IS 513) with zinc of 120 gm/sqm steel sheet pre coated (as per approved colour) with Polyester paint of 12-16 microns thickness under coat of EPOXY primer and back coat with ALKYD backer of 5-7 microns, total sheet thickness with coating 0.58mm of approved shade, weld less corner assembly with brackets and screws, fixed in position by means of PVC and metal hold fastener with PVC cap complete in all respects as per drawing, design, specification and entire satisfaction of Engineer-in-charge. 1. Windows Outer frame of size 72mm x 55mm and central mullion 72mm x 50mm with Double rebate [Through Rate]

2172.45

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[13.28]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. [Through Rate]

25620

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[13.29.2]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. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate]

46395.56

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[13.37.1]Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 1. 80x1.25 mm M.S. laths with 1.25 mm thick top cover [Through Rate]

22.42

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[13.39.1]Extra for providing mechanical device chain and crank operation for operating rolling shutters. 1. Exceeding 10.00 sqm and up to 16.80 sqm in the area [Through Rate]

22.42

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[13.41]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 and 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.). [Through Rate]

2020.25

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[17.14.3]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 3. Grading III material [Through Rate]

573.19

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[17.44]Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H specifications [Through Rate]

283.45

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[17.45]Cement Concrete Pavement Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications. [Through Rate]

641.63

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[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate]

2806.76

-

-

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[17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. [Through Rate]

1901.99

-

-

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[20.24.6]Drilling and tapping cast iron pipe lines of all diameters and screwing in ferrule and connections 6. Ferrule size 40 mm [Through Rate]

3

-

-

... More
[20.25.1]Cutting holes up to 23 cm square through brick work in mud walls for pipes and making good including repointing, replastering and finishing according to existing finish where required. 1. 11.43 cm thick wall [Through Rate]

122

-

-

... More
[20.25.2]Cutting holes up to 23 cm square through brick work in mud walls for pipes and making good including repointing, replastering and finishing according to existing finish where required. 2. 22.86 cm thick wall [Through Rate]

235

-

-

... More
[20.28.2]Cutting holes up to 23 cm square for pipes in floor and roofs of cement concrete reinforced concrete or reinforced brick work and making good including, repointing, replastering, replacing bitumen and colour or white washing where required. 2. 115 mm thickness of roof or floor [Through Rate]

72

-

-

... More
[20.28.3]Cutting holes up to 23 cm square for pipes in floor and roofs of cement concrete reinforced concrete or reinforced brick work and making good including, repointing, replastering, replacing bitumen and colour or white washing where required. 3. 150 mm thickness of roof or floor [Through Rate]

90

-

-

... More
[20.29.1]Labour our fixing G.I. or W.I. pipe sleeve pieces in holes in walls, floors, and roofs rounds pipes including all cutting and wastage 1. 15 mm internal diameter of sleeve pipe [Through Rate]

5

-

-

... More
[20.29.2]Labour our fixing G.I. or W.I. pipe sleeve pieces in holes in walls, floors, and roofs rounds pipes including all cutting and wastage 2. 20 mm internal diameter of sleeve pipe [Through Rate]

5

-

-

... More
[20.29.3]Labour our fixing G.I. or W.I. pipe sleeve pieces in holes in walls, floors, and roofs rounds pipes including all cutting and wastage 3. 25 mm internal diameter of sleeve pipe [Through Rate]

5

-

-

... More
[20.29.4]Labour our fixing G.I. or W.I. pipe sleeve pieces in holes in walls, floors, and roofs rounds pipes including all cutting and wastage 4. 32 mm internal diameter of sleeve pipe [Through Rate]

3

-

-

... More
[20.29.5]Labour our fixing G.I. or W.I. pipe sleeve pieces in holes in walls, floors, and roofs rounds pipes including all cutting and wastage 5. 40 mm internal diameter of sleeve pipe [Through Rate]

3

-

-

... More
[20.49.1]Bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge. Size of the main with which connection is to be made. 1. Up to 200 mm internal diametre [Through Rate]

3

-

-

... More
[21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge [Through Rate]

48

-

-

... More
[21.84.3]Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. 3. Size 600 mm X900 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with R.C.C. slab) [Through Rate]

12

-

-

... More
[21.85.3]Extra for every 0.30 metre depth of Inspection chamber 3. 600 mm x 900 mm inside [Through Rate]

3.6

-

-

... More
[21.94.3]Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 3. 200mm i/d [Through Rate]

269.56

-

-

... More
[21.94.4]Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 4. 250mm i/d [Through Rate]

235.19

-

-

... More
[21.95.1]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 1. 350 mm [Through Rate]

280.39

-

-

... More
[21.95.2]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 2. 400 mm [Through Rate]

35.84

-

-

... More
[22.10.2.2]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 : 2.2. Kitchen sink without drain board610x460 mm bowl depth 200 mm [Through Rate]

8

-

-

... More
[22.101.2.1]Providing and fixing Unplasticised PVC connection pipe with brass unions : 2.1. 45 cm length 15 mm nominal bore [Through Rate]

204

-

-

... More
[22.102.2]Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 2. 150 mm diameter [Through Rate]

2

-

-

... More
[22.103.2]Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 2. 20 mm nominal bore [Through Rate]

22

-

-

... More
[22.103.3]Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 3. 25 mm nominal bore [Through Rate]

25

-

-

... More
[22.104.1]Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 1. 15 mm nominal bore [Through Rate]

56

-

-

... More
[22.106.1]Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 1. 15 mm nominal bore [Through Rate]

100

-

-

... More
[22.107.1]Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 1. 15 mm nominal bore [Through Rate]

204

-

-

... More
[22.117]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. [Through Rate]

46

-

-

... More
[22.119.2]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. 2. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. [Through Rate]

46

-

-

... More
[22.12.1]Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge. 1. 15 mm nominal dia [Through Rate]

2

-

-

... More
[22.14.2.1]Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 2.1. Flexible pipe 32 mm dia [Through Rate]

38

-

-

... More
[22.15]Providing and fixing CP Brass 32mm size Bottle Trap of approved quality and make and as per the direction of Engineer-in-charge. [Through Rate]

38

-

-

... More
[22.16]Providing and fixing 40mm i/d G.I. waste pipe embedded in walls up to floor level including cost of union and plumber joint [Through Rate]

8

-

-

... More
[22.164.1]Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 1. 100 mm diameter S.W. pipe [Through Rate]

821

-

-

... More
[22.166.1.1]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: 1.1. 100x100 mm size P type With common burnt clay non-modular bricks of class designation 7.5 [Through Rate]

25

-

-

... More
[22.17.1]Providing and fixing 40mm i/d chromium plated trap with chromium plated pipe to wall with walflange completed for use with sinks 1. With Bottle Trap (Indian make) [Through Rate]

8

-

-

... More
[22.179.1.1]Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: 1.1. Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay non-modular bricks of class designation 7.5 [Through Rate]

13

-

-

... More
[22.179.2.1]Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: 2.1. Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : With common burnt clay non-modular bricks of class designation 7.5 [Through Rate]

13

-

-

... More
[22.179.3.1]Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: 3.1. Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : With common burnt clay non-modular bricks of class designation 7.5 [Through Rate]

13

-

-

... More
[22.182]Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet and over flow pipes. The base support i/c fittings and fixtures for tank shall be paid separately. [Through Rate]

22000

-

-

... More
[22.190.1.1]Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (Zone-III) : 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 : 1.1. 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 non-modular bricks of class designation 7.5 [Through Rate]

10

-

-

... More
[22.190.2.1]Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (Zone-III) : 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 : 2.1. Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay non-modular bricks of class designation 7.5 [Through Rate]

10

-

-

... More
[22.190.3.1]Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (Zone-III) : 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 : 3.1. Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With common burnt clay non-modular bricks of class designation 7.5 [Through Rate]

10

-

-

... More
[22.202]Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg [Through Rate]

25

-

-

... More
[22.205.1]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 : 1. With common burnt clay non-modular bricks of class designation 7.5 [Through Rate]

29

-

-

... More
[22.209]Providing and fixing 600x450 mm bevelled 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. [Through Rate]

56

-

-

... More
[22.211]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. [Through Rate]

46

-

-

... More
[22.212.1.2]Providing and fixing in position best Indian make coat and hat hooks fixed into wall with C.P. brass screws and rawl plugs etc. complete including cutting and making good the walls etc. 1.2. C.P Brass Two Way [Through Rate]

248

-

-

... More
[22.213.1]Providing and fixing in position best Indian make C.P. brass Tooth Brush cum Tooth Paste Holder fixed in with rawl plugs with C.P. brass screws complete including cutting and making good the walls etc. 1. Tooth Brush-cum-Tooth Paste holder [Through Rate]

38

-

-

... More
[22.22.1]Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 1. White vitreous chinaware Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests [Through Rate]

14

-

-

... More
[22.221.2]Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) including Rack Bolt Screw Pair 115mm long without CP fittings complete in all respect. 2. Size 550 mm x 400 mm x 815 mm [Through Rate]

38

-

-

... More
[22.222.2.2]Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. 2.2. Single Socket Type B 110mm o/d SWR UPVC pipe lines laid complete [Through Rate]

1121.03

-

-

... More
[22.222.2.4]Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. 2.4. Single Socket Type B 75mm o/d SWR UPVC pipe lines laid complete [Through Rate]

825.99

-

-

... More
[22.25.1]Providing and fixing white vitreous chinaware flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 1. One urinal basin with 5 litre white P.V.C. automatic flushing cistern [Through Rate]

26

-

-

... More
[22.33]Providing and fixing white vitreous chinaware extended wall mounting water closet of size 780x370x690 mm of approved shape including providing and fixing white vitreous chinaware cistern / PVC cistern (with brass fitting) into the wall 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. [Through Rate]

32

-

-

... More
[22.42.1]Providing and fixing toilet paper holder : 1. C.P. brass [Through Rate]

34

-

-

... More
[22.50.1.2.1]Providing and fixing partitions for different type of urinals. 1.2.1. Vitreous Chinaware Partition plate. Large size 835mm x 355 mm White [Through Rate]

26

-

-

... More
[22.53.1]Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 1. For 100 mm dia pipe [Through Rate]

185

-

-

... More
[22.53.2]Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 2. For 75 mm dia pipe [Through Rate]

225

-

-

... More
[22.80.2.1]Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 2.1. 100 mm inlet and 75 mm outlet Sand cast iron S&S as per IS - 3989 [Through Rate]

90

-

-

... More
[22.85.4]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 4. 32 mm nominal outer dia Pipes [Through Rate]

1341.62

-

-

... More
[22.85.5]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 5. 40 mm nominal outer dia Pipes [Through Rate]

223.93

-

-

... More
[22.86.1]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 1. 15 mm nominal outer dia Pipes [Through Rate]

507.01

-

-

... More
[22.86.2]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 2. 20 mm nominal outer dia Pipes [Through Rate]

635.98

-

-

... More
[22.86.3]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 3. 25 mm nominal outer dia Pipes [Through Rate]

610.75

-

-

... More
[22.94.1]Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 1. 15 mm nominal bore [Through Rate]

73

-

-

... More
[22.94.2]Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 2. 20 mm nominal bore [Through Rate]

96

-

-

... More
[22.94.3]Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 3. 25 mm nominal bore [Through Rate]

55

-

-

... More
[22.94.4]Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 4. 32 mm nominal bore [Through Rate]

45

-

-

... More
[22.94.5]Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 5. 40 mm nominal bore [Through Rate]

35

-

-

... More
[22.98.1]Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 1. 25 mm nominal bore [Through Rate]

85

-

-

... More
[22.98.2]Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 2. 20 mm nominal bore [Through Rate]

45

-

-

... More
[22.98.3]Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 3. 32 mm nominal bore. [Through Rate]

25

-

-

... More
[22.98.4]Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 4. 40 mm nominal bore [Through Rate]

20

-

-

... More
[23.6.6.2]MS CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 6.2. Supply and erection of MS conduit pipe 1.6 mm thick , ISI marked surface/recessed in slab/wall/ceiling etc. including cost of MS bends, inspection box and all other material required to complete the job in all respect up to the entire satisfaction of Engineer-in-Charge of work. MS pipe of 25 mm dia. [Through Rate]

800

-

-

... More
[24.2.2.2]LT CABLE 2.2. Laying of underground cable 0.75 metre below ground level covered with sand and bricks including excavation and refilling of trenches.:- 16 Sq mm to 35 sqmm 2 to 4 Core [Through Rate]

800

-

-

... More
[24.2.9.1]LT CABLE 9.1. Supply and erection of straight through joint (cable jointing kit) 1.1 KV grade complete with required quantity of resin, hardener, plastic mould G.P. Putty, adhesive, earth continuity, connections and fixing the same in position complete with joint etc. - Straight through Joint. For 1.5 to 6 sqmm Cable 2 Core [Through Rate]

800

-

-

... More
[25.1.10]Supplying, fixing, testing and commissioning of condenser water pipes / non insulated chilled water pipes of following sizes of MS C class along with necessary clamps, vibration isolators and fittings such as bends, tees etc. but excluding valves, strainers, gauges etc. adequately supported on rigid supports duly painted/buried in ground excavation and refilling etc. as per specification and as required complete in all respect. 10. 40mm dia. [Through Rate]

106

-

-

... More
[25.1.3]Supplying, fixing, testing and commissioning of condenser water pipes / non insulated chilled water pipes of following sizes of MS C class along with necessary clamps, vibration isolators and fittings such as bends, tees etc. but excluding valves, strainers, gauges etc. adequately supported on rigid supports duly painted/buried in ground excavation and refilling etc. as per specification and as required complete in all respect. 3. 200mm dia. [Through Rate]

36

-

-

... More
[25.1.4]Supplying, fixing, testing and commissioning of condenser water pipes / non insulated chilled water pipes of following sizes of MS C class along with necessary clamps, vibration isolators and fittings such as bends, tees etc. but excluding valves, strainers, gauges etc. adequately supported on rigid supports duly painted/buried in ground excavation and refilling etc. as per specification and as required complete in all respect. 4. 150mm dia. [Through Rate]

141

-

-

... More
[25.1.6]Supplying, fixing, testing and commissioning of condenser water pipes / non insulated chilled water pipes of following sizes of MS C class along with necessary clamps, vibration isolators and fittings such as bends, tees etc. but excluding valves, strainers, gauges etc. adequately supported on rigid supports duly painted/buried in ground excavation and refilling etc. as per specification and as required complete in all respect. 6. 100mm dia. [Through Rate]

80

-

-

... More
[25.1.7]Supplying, fixing, testing and commissioning of condenser water pipes / non insulated chilled water pipes of following sizes of MS C class along with necessary clamps, vibration isolators and fittings such as bends, tees etc. but excluding valves, strainers, gauges etc. adequately supported on rigid supports duly painted/buried in ground excavation and refilling etc. as per specification and as required complete in all respect. 7. 80mm dia. [Through Rate]

236

-

-

... More
[25.1.8]Supplying, fixing, testing and commissioning of condenser water pipes / non insulated chilled water pipes of following sizes of MS C class along with necessary clamps, vibration isolators and fittings such as bends, tees etc. but excluding valves, strainers, gauges etc. adequately supported on rigid supports duly painted/buried in ground excavation and refilling etc. as per specification and as required complete in all respect. 8. 65mm dia. [Through Rate]

117

-

-

... More
[25.1.9]Supplying, fixing, testing and commissioning of condenser water pipes / non insulated chilled water pipes of following sizes of MS C class along with necessary clamps, vibration isolators and fittings such as bends, tees etc. but excluding valves, strainers, gauges etc. adequately supported on rigid supports duly painted/buried in ground excavation and refilling etc. as per specification and as required complete in all respect. 9. 50mm dia. [Through Rate]

96

-

-

... More
[25.3.3]Supplying, fixing, testing and commissioning of Butterfly valves PN 16 rated without insulation for water circulation as per specifications. 3. 200mm dia. [Through Rate]

5

-

-

... More
[25.3.4]Supplying, fixing, testing and commissioning of Butterfly valves PN 16 rated without insulation for water circulation as per specifications. 4. 150mm dia. [Through Rate]

3

-

-

... More
[25.3.6]Supplying, fixing, testing and commissioning of Butterfly valves PN 16 rated without insulation for water circulation as per specifications. 6. 100mm dia. [Through Rate]

16

-

-

... More
[25.3.7]Supplying, fixing, testing and commissioning of Butterfly valves PN 16 rated without insulation for water circulation as per specifications. 7. 80mm dia. [Through Rate]

36

-

-

... More
[25.4.4]Supplying, fixing, testing and commissioning o NON - RETURN VALVE with dual plate of C I body SS plates vulcanized NBR seal flanged end and PN 16 pressure rating as specified. 4. 100mm dia. [Through Rate]

1

-

-

... More
[28.18]Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservoir, sewage and water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer`s specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. [Through Rate]

4128

-

-

... More
[28.20.1]Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservoir, sewage and water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fibre brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 1. For vertical surface two coats @ 0.70 kg per sqm [Through Rate]

1382.59

-

-

... More
[28.39]Water proofing of roof terraces, Basements, Retaining Walls, Water tanks etc with Zydex Zycoprime / Elastobar / Equivalent solution so as to form a water-resistant cementitious bonding coat and to form on-site seamless cross-linked elastomeric membrane on the concrete surface to reduce its porosity. Creating a cementitious elastomeric polymeric membrane of 2 coats of Elastobar and Zycoprime/Equivalent after application of Zycosil and Zycoprime Solution in New Construction. Take equal parts of Elastobar and Cement and form a paste. Add little water to the paste to make it brush able. Apply the paste on surface with brush. Leave the surface for drying for at least 4 - 6 hours to get elastomeric membrane. After this application, make one more layer of rough cementitious membrane using mixture of 1 Part of Zycoprime plus 1 Part of Cement plus 1 Part of fine sand. Apply paste on the surface with a brush to make a rough texture. Now your surface is ready to bond well with tiles/screed. [Through Rate]

2026.81

-

-

... More
[28.40]Providing fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS : 8183, density 24kg / m3, 50mm thick, wrapped in 200 G Virgin Polythene bags, fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top most ceiling of building. [Through Rate]

1088.19

-

-

... More
[28.43]Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) ) 78, solar reflection ) 0.70 and initial emittance ) 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement and marble powder in ratio of 1:1, including rubbing and polishing of the surface up to 3 cuts complete, including providing skirting up to 150 mm height along the parapet walls in the same manner. [Through Rate]

1318.99

-

-

... More
[28.8]`Supplying and applying waterproofing treatment for `Raft Slab` by using 1.2 mm thick fully bonded HDPE sheet membrane complying to BS8102:2009/ IS 16471-2017. The HDPE shall be virgin HDPE and not recycled, thickness of bare HDPE shall not be less than 0.8 mm coated with pressure sensitive adhesive layer and a trafficable granular top layer. The HDPE membrane shall have the following typical properties: 1. Tensile Strength : )27 Mpa ( as per ASTM D412) 2. Puncture Resistance: )1000N±5% (as per ASTM E154) 3. Elongation: )500% 4. Peel adhesion to concrete: )1500N/m (as per ASTM D903 Modified) 5. Resistance to Hydrostatic Head: )70 metre (as per ASTM D751-06(2011) 6. UV exposure test (60 days): No change 7. Lap Joint Strength : 1500N/m (as per ASTM D1876) HDPE Membrane shall be installed over the entire PCC area with standard 75 mm selvedge laps and end laps overlaid with HDPE Sealed Tape as per manufacturer`s instructions. The rates are inclusive of supply and installation of membrane as per manufacturer methodology. The rates are inclusive of surface preparation, injection grouting at honeycombed areas all complete as per manufacturer methodology. ` [Through Rate]

1834.8

-

-

... More
[29.6]Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: (a) Structural analysis and design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminium sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation and drainage and protection against fire hazard including: (b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimensional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon separator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. (c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. (d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. (e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, TandP, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. [Through Rate]

206.86

-

-

... More
[32.39]Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size between cavity wall, complying with ISO 4898:2008 and ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C 578 (measured as per IS 3346), compressive strength of ) 350 kPa listed as per ASTM D 1621, density of 34-36 kg/m³ as per ASTM D 1622, water absorptions = 1% by volume as per ASTM D 2842, oxygen index of 24.1 to 28.1 listed as per ASTM D 2863, cell size 0.4 mm of dia (max) as per ASTM D 3576. Fire retardant property as per DIN 4102, Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable water based adhesive and fastener, complete in all respect as per the direction of Engineer-in-Charge. [Through Rate]

1216.63

-

-

... More
[33.12]Supplying, filling, spreading and levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge. [Through Rate]

21.03

-

-

... More
[33.13]Supplying, filling, spreading and levelling 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 and lifts, all complete as per direction of Engineer-in-charge. [Through Rate]

21.03

-

-

... More
[33.14]Supplying, filling, spreading and levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads and lifts, all complete as per direction of Engineer -in-charge. [Through Rate]

21.03

-

-

... More
[33.15]Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading and sizes as per actual requirement, all complete as per direction of Engineer-in-charge. [Through Rate]

76.3

-

-

... More
[33.6.1.3]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 and running charges of all equipments, tools, plants and machineries required for the job, all complete as per direction of Engineer-in-charge, up to 90 metre depth below ground level. 1.3. All types of soil 400 mm dia [Through Rate]

360

-

-

... More
[33.8.3]Supplying, assembling, lowering and fixing in vertical position in bore well, Unplasticised PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 3. 200 mm nominal size dia [Through Rate]

360

-

-

... More
[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate]

2012.61

-

-

... More
[4.16.1.3]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, 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 a lead of 50 m. 1.3. All kind of soil Pipes, cables etc, exceeding 300 mm dia but not exceeding 600 mm dia. [Through Rate]

674.66

-

-

... More
[4.32]Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. [Through Rate]

1704.29

-

-

... More
[4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate]

156.77

-

-

... More
[4.39]Providing and injection chemical emulsion for PRE-CONSTRUCTIONAL ant termite treatment (excluding the cost of chemical emulsion) and creating a chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filing junction of wall and floor, along with the external perimetre of building, expansion joints surrounding of pipes and conduit etc, complete (plinth area of the building at ground floor only shall be measured) using Chlorpyriphos/ Lindane emulsifiable concentrate of 20% [Through Rate]

1718.85

-

-

... More
[6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]

68.3

-

-

... More
[6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate]

492.62

-

-

... More
[6.1.7]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) [Through Rate]

66.21

-

-

... More
[6.12.1]20 mm thick cement plaster damp-proof course 1:3 with 2 coats of bitumen at 1.65 kg. per sqm, laid hot and sanded: 1. Vertical [Through Rate]

198.44

-

-

... More
[6.13]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 and dressing and finishing the top smooth. [Through Rate]

299.95

-

-

... More
[6.15.1]Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]

53.35

-

-

... More
[6.16]Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate]

12.81

-

-

... More
[6.25.1]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. 1. All works up to plinth level [Through Rate]

1719.25

-

-

... More
[6.25.2]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. 2. All works above plinth level up to floor IV level [Through Rate]

2535.39

-

-

... More
[6.26.1]Extra for providing richer mixes up to plinth and at all floor levels. 1. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) [Through Rate]

367.91

-

-

... More
[6.27]Extra for R.C.C./ B.M.C/ R.M.C. work above floor IV level for each three floors or part thereof. [Through Rate]

746.14

-

-

... More
[6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns [Through Rate]

1820.49

-

-

... More
[6.29.2]Centering and shuttering including strutting, propping etc. and removal of form work for : 2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. [Through Rate]

1663.54

-

-

... More
[6.29.3]Centering and shuttering including strutting, propping etc. and removal of form work for : 3. Columns, piers, abutments, pillars, posts and struts [Through Rate]

462.62

-

-

... More
[6.30.13]Centering and shuttering including strutting, propping etc. and removal of form for 13. Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards [Through Rate]

981.02

-

-

... More
[6.30.2]Centering and shuttering including strutting, propping etc. and removal of form for 2. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. [Through Rate]

3032.42

-

-

... More
[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate]

7772.82

-

-

... More
[6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers [Through Rate]

5809.16

-

-

... More
[6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts [Through Rate]

2654.96

-

-

... More
[6.32.1]Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). 1. Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) [Through Rate]

18407.06

-

-

... More
[6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate]

165597.99

-

-

... More
[6.34.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. [Through Rate]

391043

-

-

... More
[6.39.1]Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate]

35.79

-

-

... More
[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]

57.43

-

-

... More
[7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate]

184.84

-

-

... More
[7.22.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate]

1043.22

-

-

... More
[7.28.2]Half brick masonry with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level. 2. Cement mortar 1:4 (1 cement :4 coarse sand) [Through Rate]

2976.1

-

-

... More
[7.47.1]Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor IV level in : 1. Cement mortar 1:4 (1 cement: 4 coarse sand) [Through Rate]

126.14

-

-

... More
[7.47.2]Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor IV level in : 2. Cement mortar 1:6 (1 cement: 6 Coarse sand) [Through Rate]

1027.9

-

-

... More
[7.48.1]Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth : 1. Cement Mortar 1:4 (1 cement: 4 coarse sand) [Through Rate]

115.69

-

-

... More
[8.27.2]Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 2. Granite work [Through Rate]

81.71

-

-

... More
[8.31]Providing and fixing facing extruded clay Tile (Glass Reinforced Clay Tiles (GRC)) any size any shade and design on wall with under layer of 12 mm thick cement plaster 1:3 and jointed with neat cement matched with pigment complete as per drawings, specifications and to the entire satisfaction of engineer- in- charge. [Through Rate]

1300.01

-

-

... More
[9.17.1]Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 1. In 75x75 mm deep chase [Through Rate]

627.22

-

-

... More
[9.18]Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. [Through Rate]

46

-

-

... More
[9.32.2]Providing and fixing UV stabilised fibreglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated `J` or `L` hooks, bolts and 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. 2 mm thick flat [Through Rate]

793.8

-

-

... More
[9.47.1]Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main `T` runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm centre to centre and cross `T` of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main `T` at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross `T` of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main `T` runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm centre to centre along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. 1. GI Metal Ceiling Lay in plain Tegular edge Global white colour tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. [Through Rate]

937.79

-

-

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[9.48]Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture 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 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, 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 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calcium silicate ceiling tiles of approved texture 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 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyester baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. [Through Rate]

5314.13

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[9.55.5]Supplying and fixing in position 60 cm long G.I. pipe class ‘B’ spouts in chajjas and cantilevers 5. 50 mm internal dia [Through Rate]

42.41

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[9.57.2]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. 2. 110 mm diameter [Through Rate]

53.65

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[9.57.3]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. 3. 150 mm diameter [Through Rate]

371.25

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[9.58.5.2]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. 5.2. Bend 87.5° 110 mm bend [Through Rate]

24

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[9.58.5.3]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. 5.3. Bend 87.5° 150 mm bend [Through Rate]

28

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Providing, laying, testing and commissioning of `C` class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required.(DSR)

518

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25 MM dia

516

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Providing, fixing, testing and commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade with required accessories.(DSR-21.1) Pendent Sprinkler

470

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`Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required : (DSR - 9.2) Single headed Stainless steel `

19

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SITC Of Internal Fire Hose Box , Wall Mounting Or Free Standing Type , Made Out Of Fibre Glass Reinforced Plastic Of Approved Colour Of Weather proof hose cabinet of size 750 x 600 x 250mm, to accommoate Two 15 m Length Of Delivery Hoses And A Branch Pipes With Glass Fronted Double Door With Lock And Keys And Break Glass Recess For Keys ,Complete In All Manners .MAKE: G.TECH / FIRE CUT / MINIMAX / NEW AGE/ SUPEREX / KARTAR padmini/ Omax/ Life Guard. (NS)

5

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Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : (DSR - 16.2) Stainless Steel (Grade 304)

38

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Supplying and fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required. (DSR -18.2) Stainless Steel (Grade 304)

22

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`Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve and nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve and M.S. Pipe and socket. (DSR -17.1) 30 MM `

15

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Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required : (DSR - 19.1) 2 way-100 mm dia M.S. Pipe

2

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12 Supplying and fixing of 4 Way Fire Brigade Connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required . MAKE: AS PER LIST ATTACHED IN BID DOCUMENTS.(DSR - 19.2) 1 Each 9090 9090

1

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Supplying and fixing Air Vessel Made of 250mm mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required. MAKE: AS PER LIST ATTACHED IN BID DOCUMENTS.(DSR 20)

2

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Supplying, installation, testing and commissioning of sprinkler flexible pipe (UL Listed) of stainless steel complete with 15 NPT on reducer thread with maximum working pressure of 175 PSI test pressure of 875 PSI (Burst) with branch line (Inlet) 25mm NPT male thread to sprinkler head (Outlet) 15mm NPT female thread with reducer, nipple, 2 side brackets, center bracket, stockbar of following sizes complete as required.(DSR-25.3) 1200MM

470

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`Providing and fixing of pressure switch in M.S. pipe line including connection etc. as required.(DSR - 22)`

4

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Supply of burden type Stainless Steel dial type pressure gauge with brass isolation valve and pipe. (For each Pump room ). (NS)

24

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`Supply OF Co2 type fire extinguisher ISI mark IS code 15683 – 2006 capacity: 4.5 kg with 1 mtr long hosepipe. (NS) `

46

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`Supply OF ABC type fire extinguisher ISI mark IS code 15683 –2006 capacity: 06 kgs 90 % MAP(Mono Amonium phosphate) pressurized with dry nitrogen . (NS) `

46

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Providing and fixing flow switch in following sizes M.S. pipe including connection etc as required.(DSR-23)

14

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Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange. (DSR -15.4) 250mm dia

2

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Supply of fire brigade Draw out connection confirming to IS : 4038-1986 with 150 mm Non return valve/ strainer incluiding necessary fittings the word FIRE BRIGADE DRAW OFF to be painted on the box complete all as specified and directed . (NS)

1

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Tank Refilling fire Brigade Connection 150mm dia 4 way (NS)

1

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`Supplying, installation, testing and commissioning of diesel engine driven main fire pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Diesel Driven Pump)Horizontal type, multistage, centrifugal pump of cast of iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. Suitable HP, 1500 RPM water cooled with radiator,diesel engine conforming to relevant IS standard complete with auto starting mechanism, 12 /24 volts electric starting equipment, diesel tank, exhaust pipe extended upto 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding, residential silencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office red colour etc. as required. M.S fabricated, common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered and with anti vibration pads. Diesel Driven Pump 2280 LPM, 88 Mtr Head (DSR -2.4) `

1

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`Supplying, installation, testing and commissioning of Electric driven Main Fire Pump suitable for automatic operation and consisting of following, complete in all respects, as required : (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. (b) Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-`F` insulation, conforming to IS-325. (c) M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. (d) Suitable cement concrete foundation duly plastered with anti vibration pads. Main Fire Pump for Sprinkler Pump Discharge:2280 LPM HEAD - 88 Mtr (DSR - 1.4) `

1

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`Supplying, installation, testing and commissioning of Electric driven Main Fire Pump suitable for automatic operation and consisting of following, complete in all respects, as required : (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. (b) Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-`F` insulation, conforming to IS-325. (c) M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. (d) Suitable cement concrete foundation duly plastered with anti vibration pads. Main Fire Pump for HYDRANT Pump Discharge:2280 LPM HEAD - 88 Mtr (DSR - 1.4) `

1

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Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following,complete in all respects, as required : (Jockey Pump) Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS : 1520. Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-`F` insulation, conforming to IS : 325. M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered and with anti vibration pads. Jockey Pump 180LPM, HEAD 88 Mtr (DSR - 3.1)

1

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`DIESEL ENGINE CONTROL Control for diesel engine comprising - Automatic/Manual selctor switch and 3 attempts starting device, timers and relays as required, push buttons, start/stop in manual mode Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine on indication Battery charger suitbale for 12V/24 V DC with boost and trickle selector switch, 0-30 V DC volt meter, and 0- 20 A DC Ammeter All standard relays and accessories for automatic operation of diesel engine System Controller Designing, Supply, Installation, Testing and commissioning of system controller to control operation of main electric fire pump, diesel pump, Pressurization pump, Terrace pump in sequence as per specification consisting of relays, timers. Sensors, annunciation window for fault indication, complete as per specification.`

1

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Providing and Fixing and Customized of Standard FHC DOOR (FIRE HOSE CABINTE)with frame suitable to fit in the duct made of not less than 18 Gauge Pressed CR Steel Sheet pressed from to Single Rebate Over Leaf Profile of size 50 mm x 70 mm. with Provision for M.S. Fasteners on each vertical jamb to fix to wall/RCC Surface also Frame shall be join with shutter by MS Concelled / Out Side Invisiable Hinges , Shutter made 18 Gauge CR Pressed Steel Sheet of 20 mm thick with of the Shutter with Hardware of L – Key Lock 3 Nos. ( Top and Centre and Bottom) and Concelled PVC Handle to be fixed on the shutter The Doors are finally finished with Powder Coating as per approved shade. (NS)

7

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Providing and placing on terrace (at all floor levels) polyethylene water litre 7 8 storage tank, IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (HSR 22.181)

2000

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Providing and placing on terrace (at all floor levels) polyethylene water litre 7 8 storage tank, IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (HSR 22.181) DOMESTIC TERRACE FIRE TANK 5 KL

5000

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Smoke Detector Conventional Type electric Shaft. (NS)

191

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Smoke Main Pannel 8 ZONE. (NS)

1

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Sub Pannel 2 ZONE. (NS)

7

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HEAT Detector Conventional Type electric Shaft.(NS)

8

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MCD (Multi-criteria Detector) (IN BASEMENT DETECTOR).(NS)

54

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MCP/TBS. (NS)

35

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HOOTER. (NS)

35

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Electric Shaft Fire Door 900*2100=1890.00 (1.89 MTR EACH DOOR (Gallexy Fire Door,SHIVAM FIRE DOOR, MANGUS FIRE PVT.LTD ).(NS)

21

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Exit Signage Electrical. (NS)

57

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Lift Pressurization Fan 9500 CFM (NS)

4

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Lift Pressurization Fan Panel (NS)

4

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LIFT LOBBY PRESSURIZATION FAN 16500 CFM (NS)

2

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LIFT LOBBY PRESSURIZATION FAN PANELS (NS)

2

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STAIRCASE PRESSURIZATION FAN 16500 CFM (NS)

2

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STAIRCASE PRESSURIZATION FAN PANELS (NS)

2

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EARTHING AND LIGHTENING ARRESTOR Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (HSR.24.1.1)

4

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Required open window as par NBC 500MMX500MM Required louver window = 1000mmx1000mm (NS)

27

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`Supply and Installtion of 2 Hrs. ( 120 minutes) Fire Rated Galaxy Make G.I- Steel Door with Powder Coating Finish As Per IS-3614 and BS-476N Part 20 and 22. Frame :- Profile to be Single Rebate of dimention 143 mm X 57 mm made out by 18 gauges G.I- Sheet, with bending radius of 1.2 mm with mortar guard and reinforcement pads for fixing of hardware. Finaly finish with stove zinc phosphate etched primer coating, with anti- corrosive Pure Polyester of 80-90 MICRON approved / desire shade. Shutter : - To be Prass Formed to 46 mm thick made out by 2 nos. of 20 gauges G.I Sheets, with lock seam joints at stile edges , have no visible screws, Internal reinforcement to be provided at top, bottom, stile edges for desired fire rating, Shutter to be factory prepared with pre-punched cut outs and reinforcements to receive ironmongery. Finaly finish with Powder Coating Finish with Powder Coating Finish with anti corrosive Pure Polyester of 80-90 MICRON approved / desire shade. (NS) `

62

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PA SYSTEM. (NS)

1

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Earth work in Excavation by mechanical/manual means in foundation and basement for all widths up to a depth of 4.5 Mtrs. and for in all type of soil/Rock/ boulder/kankar etc. as encountered at site including disposal of excavated material for all lead and lift. The Excavated material shall be the Property of department. This Material shall be disposed as per direction of the department. The permission required from mining department shall be obtaining by the contractor at his cost. Part of the excavated material shall be used for refilling as per direction of the Department. (NS)

8467.67

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Recovery of excavated earth and disposal there of to any lead and lift upto the entire satisfaction of Engineer in Charge. (Min. reserve price i.e. Rs.46/-cum) (NS). Note:- The quantity for recovery of excavated earth is minimum. If the quantity exceeds then recovery shall be done on the basis of actual quantity calculated at site.

5290.7

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Cast Iron Dual Plate (Wafer Type) Check Valve, Design standard API 594. Wafer Type Design, to take lesser space than the conventional Check Valve. Being light in weight, is more rigid than the standard Swing Type Check Valve, which needs expensive foundation and special supports. Being cylindrical body, stresses are uniformly distributed. Much longer seat life because of Bronze / S.S to Rubber contact. Less wear and tear of seat surfaces. End connections are designed to suit flanges drilled to ANSI B Class-125/ASME B Class-150. Water hammering effect is minimized in this design, since the closing of valve does not depend upon any back pressure or flow. Each plate being half of the size of the swing check valve disc, provides straight flow path offering minimal resistance because of the spring`s assistance as closing of the valve initiates as soon as flow velocity dips below the designated minimum velocity. (NS) 200MM Dia (NS)

3

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Cast Iron Dual Plate (Wafer Type) Check Valve, Design standard API 594. Wafer Type Design, to take lesser space than the conventional Check Valve. Being light in weight, is more rigid than the standard Swing Type Check Valve, which needs expensive foundation and special supports. Being cylindrical body, stresses are uniformly distributed. Much longer seat life because of Bronze / S.S to Rubber contact. Less wear and tear of seat surfaces. End connections are designed to suit flanges drilled to ANSI B Class-125/ASME B Class-150. Water hammering effect is minimized in this design, since the closing of valve does not depend upon any back pressure or flow. Each plate being half of the size of the swing check valve disc, provides straight flow path offering minimal resistance because of the spring`s assistance as closing of the valve initiates as soon as flow velocity dips below the designated minimum velocity. (NS) 80MM Dia (NS)

1

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