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| 1 | Earth work in surface excavation in all kinds of soil not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as required and as directed by Engineer-in- Charge complete. |
| 2 | Surface dressing of the ground in all kinds of soil including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m, as required and as directed by Engineer-in-charge, complete. |
| 3 | 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 and for all lift etc., as required and as directed by Engineer-in-charge, complete. |
| 4 | Supplying and filling in plinth with manufactured sand derived from recycled concrete aggregate under floors, including watering,ramming, consolidating and dressing etc., as required and as directed by Engineer-in-charge, complete. |
| 5 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared as required and as directed by Engineer-in-charge, complete. |
| 6 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material etc., as required and as directed by Engineer-in-charge, complete. |
| 7 | Beyond 30 cm girth upto and including 60 cm girth |
| 8 | Beyond 60 cm girth upto and including 120 cm girth |
| 9 | Beyond 120 cm girth upto and including 240 cm girth |
| 10 | Providing and laying in position cement concrete of grade 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering all work up to plinth level etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 11 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; includingpumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the Engineer-in-charge; for the following grades of concrete. All works upto plinth level, as required and as directed by the Engineer-in-charge, complete. All labour and materials.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 12 | Concrete of M-20 grade with minimum cement content of 270 kg /cum |
| 13 | Concrete of M-10 grade with minimum cement content of 220 kg /cum |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form work etc., as required and as directed by the Engineer-in-charge etc., complete. All labour and materials. |
| 15 | Foundations, footings, bases for columns |
| 16 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 17 | Columns, piers, abutments, pillars, posts and struts |
| 18 | Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand) above plinth level upto floor V level as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 19 | Half brick masonry with common burnt clay FPS (non-modular) bricks of class desgination 7.5 in superstructure above plinth level and upto floor V level etc., as required and as directed by Engineer-in-charge, complete. All labour and materials. |
| 20 | Cement mortar 1:3 (1 cement :3 coarse sand) |
| 21 | Cement mortar 1:4 (1 cement :4 coarse sand) |
| 22 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) etc., as required and as directed by the Engineer-in-charrge complete. All labour and materials. |
| 23 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level Cement mortar 1:6 (1 cement : 6 coarse sand) etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 24 | Providing cement plastering (fine sand) 12mm thick of mix 1:4 (1 cement: 4 fine sand) including raking at joints, cleaning the surface, curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 25 | Supply of Hydraulic door closure bottle type M.S body with necessary accessories and screws complete at site of work as required and as directed by Engineer-In-Charge, complete. |
| 26 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions with float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm). 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) . All labour and materials. |
| 27 | Providing sal wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 28 | Providing and fixing second class teak wood 35mm thick glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes (weight not less than 10 kg per sqm) fixing with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 29 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) with 40 mm thick with 20 mm nominal size stone aggregate finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc., as required and as directed by the Engineer-In-Charge complete. All Labour & materials. |
| 30 | Providing and laying Non skid red (or) white full body ceramic floor tiles of size 300mmX300mm and thickness between 7-8mm and 1st quality conforming to IS 13711, IS 13712, IS:13630 (part 1 to 15) of any colour and finish all shades and designs, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @ 3.3kg/sqm including painting the joints with white cement and matching pigment etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 31 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size , 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 etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 32 | Providing and laying vitrified floor tiles of size of Tile 600x600 mm (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 20 mm 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. as required and as directed by the Engineer- in-Charge, complete. All labour and materials. |
| 33 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing cement compound @ 0.253 kg/sqm.(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.(d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately.For the purpose of measurement the entire treated surface will be measured. as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 34 | Supply of Anodised Aluminium butt hinges 125x75x4 mm at site work including loading, unloading etc., as directed by the EIC complete. All L&M. |
| 35 | Supply of Anodised Aluminium tower bolt (barrel type) 300X10mm at site work including loading, unloading etc., as required and as directed by the EIC complete. All L&M. |
| 36 | Supply of Anodised Aluminium handles 125 mm with plate 175x32mm at site work including loading, unloading etc., as required and as directed by the EIC complete. All L&M. |
| 37 | Supply of Cement concrete jali 50mm thick at site work including loading, unloading etc., as required and as directed by the EIC complete. All L&M. |
| 38 | Providing and fixing on wall face Single socketed pipes 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, . etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 39 | 75 mm diameter |
| 40 | 110 mm diameter |
| 41 | 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. as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 42 | Single tee with door 75x75x75 mm |
| 43 | Single tee with door 110x110x110 mm |
| 44 | Providing and fixing White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 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 as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 45 | Providing and fixing white vitreous china pedestal type Water Closet W.C. pan with ISI marked white solid plastic seat and lid(European type W.C. pan) with seat and lid, 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 etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 46 | Providing and fixing White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps, C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 47 | Providing and fixing Stainless Steel A ISI 304 (18/8) Kitchen sink with drain board of size 510x1040 mm bowl depth 250 mm 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 etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 48 | Providing and fixing white solid plastic seat with lid for pedestal type W.C. pan complete as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 49 | Providing and fixing CP Brass 32 mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge complete. All labour and materials. |
| 50 | Providing and fixing 10 litre capacity - White P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 51 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 52 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 53 | 32 mm dia - semi rigid pipe |
| 54 | 40 mm dia - semi rigid pipe |
| 55 | Providing and fixing rectangular shape 453x357 mm mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 56 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints etc., as required and as directed by the Engineer-in-charge complete. All labour and materials.(External work) |
| 57 | 15 mm nominal dia pipes |
| 58 | 20 mm nominal dia pipes |
| 59 | 25 mm nominal dia pipes |
| 60 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 61 | 15 mm nominal dia pipes |
| 62 | 20 mm nominal dia pipes |
| 63 | 25 mm nominal dia pipes |
| 64 | Providing and fixing G.I. pipes for Internal work - Exposed on wall complete with G.I. fittings and clamps, including cutting and making good the walls etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 65 | 15 mm dia nominal bore |
| 66 | 20 mm dia nominal bore |
| 67 | 25 mm dia nominal bore |
| 68 | Providing and fixing G.I. pipes for external work complete with G.I. fittings including trenching and refilling etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 69 | 15 mm nominal dia pipes |
| 70 | 20 mm nominal dia pipes |
| 71 | 25 mm nominal dia pipes |
| 72 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 73 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 74 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 75 | One coat |
| 76 | Two coats |
| 77 | Providing painting two coats @1.43 ltr/10 m2 with weather coat APEX ULTIMA (PU) smooth exterior paint or equivalent of approved quality, colour and shade etc., on plastered/ concrete surface including clearing the surface, watering etc., as required and as directed by the engineer-in-charge complete. All labour and materials. |
| 78 | Painting one or more coats on old iron work with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 79 | Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 80 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying. (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. As required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 81 | Transportation of Lime, moorum, building rubbish up to a lead of 12 km, including stacking loading, unloading etc., and levelling at the place of unloading etc., as required and as directed by the Engineer-in-charge, complete. |
| 82 | Providing and fixing factory made uPVC door frame made of uPVC extruded section profile size 48x40 mm having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 83 | Providing and fixing to existing door frames 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). All labour and materials. |
| 84 | Supplying the following artisian staff to attend maintenance works in all floors etc., as required and as directed by the Engineer-in-charge complete. |
| 85 | Mason 1st class |
| 86 | Fitter 1st class |
| 87 | Man Mazdoors |
| 88 | Women Mazdoors |
| 89 | Painter 1st class |
| 90 | Carpenter 1st class |
| 91 | Providing and fixing 35mm thick flush door shutters including ISI marked Stainless Steel butt hinges with necessary screws 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 etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 92 | Providing and fixing 35mm thick flush door shutters including ISI marked Stainless Steel butt hinges with necessary screws 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 bothfaces of shutters etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 93 | Supply of Hydraulic Excavator (3D) with driver and fuel etc., as required and as directed by the Engineer-in-charge complete. |
| 94 | Supply of Tractor with Trolley for the transportation of all sorts of materials such as sand, gravel, metal, steel, cement, boulders, debris, furniture, water supply pumps and earths including fuel charges, driver charges etc., as required and as directed by the Engineer-in-charge complete. |
| 95 | Desiltation of drains including removing silt slushes, pebbles, garbage iron ore fines etc., including removing the sand from under water if existing within a lead of 10m and lift of 1.2m and transportation of the same after drying upto 1km and levelling the same etc., as required and as directed by the Engineer in charge complete. |
| 96 | Constructing brick masonry With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 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 : 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) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 97 | Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 98 | Excavating trenches in Pipes, cables exceeding 80 mm dia. but not exceeding 300 mm dia by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, 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 as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 99 | Taking out existing wooden door shutter, repair by cutting, painting and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required and as directed bye Engineer-in-charge, complete. All labour and materials. |
| 100 | Providing and fixing ball bearing for rolling shutters as required and as directed by the Engineer-in-charge complete. All Labour and Materials. |
| 101 | Extra for providing mechanical device chain and crank operation for operating rolling shutters etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 102 | Exceeding 10.00 sqm and upto 16.80 sqm in the area |
| 103 | Exceeding 16.80 sqm in area |
| 104 | Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. (area of grill to be measured) |
| 105 | Supplying of Portland Cement (OPC-43 Grade) packed in HDPE each bag 50 kgs, of approved brand at site of work including transportation etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 106 | Supplying of river fine sand (zone IV) at site of work including stacking etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 107 | Galvanised wire mesh of average width of aperture 1.4 mm andnominal dia of wire 0.63 mm approved as per standard etc., at site of works as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 108 | Supplying and fixing approved superior variety curtain cloth of polyster cotton including stitching charges with approved lining cloth of polyster material by providing 2 pleates and folding 5 cms at top, 15 cm at bottom, 2.50 cm on both sides including ring, tape and plastic rings etc., as required and as directed by the engineer in charge complete. All labour and materials. |
| 109 | Providing and placing on terrace (at all floor levels) polyethylene water 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 etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. All labour and materials. |
| 110 | Supply of Hessian cloth at site of work as required and as directed by the Engineer-in-charge, complete. |
| 111 | Providing and fixing 25 mm nominal bore gun metal gate valve with C.I wheel of approved quality (screwed end) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 112 | Providing and fixing 25 mm nominal bore horizontal gun metal non-return valve with C.I wheel of approved quality (screwed end) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. Please Enable Macros to View BoQ information |
