Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m., SCH. NO., DSR-2.8.1 |
| 2 | Excavating. Supplying, stacking and filling of local earth (including roylaty) by mechhanical transport upto a lead of 5 km. also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complate for all lift.2.25A, SCH. NO., 2.25A |
| 3 | Sand Filling-Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete., SCH. NO., (DSR-2.27) |
| 4 | PCCProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), SCH. NO., (DSR-4.1.8) |
| 5 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration, SCH. NO., DSR 2.35.3 |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 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 specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 7 | Footing, SCH. NO., DSR 5.33.1.1 |
| 8 | Column, SCH. NO., DSR 5.33.1.1 |
| 9 | Plinth, SCH. NO., DSR 5.33.1.1 |
| 10 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 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 specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works Above plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 11 | Lintel, SCH. NO., DSR 5.33.2.1 |
| 12 | Slab, SCH. NO., DSR 5.33.2.1 |
| 13 | Beam, SCH. NO., DSR 5.33.2.1 |
| 14 | Column, SCH. NO., DSR 5.33.2.1 |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 16 | upto plinth, SCH. NO., DSR 5.22.6 |
| 17 | above plinth, SCH. NO., DSR 5.22.6 A |
| 18 | Add for using extra cement in the items of design mix over and above the specified cement content therein., SCH. NO., DSR 5.35 |
| 19 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand), SCH. NO., DSR 6.1.2 |
| 20 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand), SCH. NO., (DSR-6.4.2) |
| 21 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand), SCH. NO., (DSR-6.13.2) |
| 22 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge., SCH. NO., DSR-10.31 |
| 23 | Providing & fixing of hold fast for chaukhats of doors and windows. |
| 24 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete (Window Grill), SCH. NO., DSR-9.48 |
| 25 | Angle iron door chaukhat 40*40*5., SCH. NO., DSR-10.31 |
| 26 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete (Tie Rod), SCH. NO., DSR-10.31 |
| 27 | 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.(Z-Section Window), SCH. NO., DSR-10.2 |
| 28 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes, SCH. NO., DSR 10.30.1 |
| 29 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides, SCH. NO., DSR 10.29.2 |
| 30 | 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. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws, SCH. NO., DSR 9.21.1 |
| 31 | Providing & fixing of Sliding door bolts (300x16mm), SCH. NO., DSR 9.62.1 |
| 32 | Providing & fixing of tower bolts (250x10mm), SCH. NO., DSR 9.63.1 |
| 33 | Providing & fixing of handle 125mm), SCH. NO., DSR 9.66.1 |
| 34 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand), SCH. NO., DSR-13.5.2 |
| 35 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand), SCH. NO., DSR-13.4.2 |
| 36 | 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), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm, SCH. NO., [DSR-11.41.2] |
| 37 | Providing and laying Vitrified 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 brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600x600 mm. D.S.R. 11.46.2, SCH. NO., DSR- 11.46.2 |
| 38 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete., SCH. NO., DSR 11.37 |
| 39 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete., SCH. NO., DSR 8.31 |
| 40 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an evenshade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture, SCH. NO., DSR 13.62.1 |
| 41 | Finishing walls with Acrylic smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67ltr/10 sqm over the including base coat of water proofing cement paint applied @ 0.90 kg/10 Sqm., SCH. NO., DSR 13.46.1 |
| 42 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer, SCH. NO., DSR 13.41.1 |
| 43 | 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. D.S.R. 13.80, SCH. NO., DSR -13.80 |
| 44 | Centering and shuttering including strutting, propping etc. and removal of form: in Foundations, footings, bases of columns, etc. for mass concrete, SCH. NO., DSR 5.9.1 |
| 45 | Centering and shuttering including strutting, propping etc. and removal of form in Suspended floors, roofs, landings, balconies and access platform, SCH. NO., DSR 5.9.3 |
| 46 | Centering and shuttering including strutting, propping etc. and removal of form in Lintels, beams, plinth beams, girders, bressumers and cantilevers, SCH. NO., DSR 5.9.5 |
| 47 | Centering and shuttering including strutting, propping etc. and removal of form in Columns, Pillars, Piers, Abutments, Posts and Struts, SCH. NO., DSR 5.9.6 |
| 48 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, erraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 49 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm., SCH. NO., (DSR 22.7.1 ) |
| 50 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter, SCH. NO., [DSR-12.41.2] |
| 51 | Providing and fixing on wall face unplasticised- PVC moulded fittings/ accessories forunplasticised 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. 110 mm bend, SCH. NO., [DSR-12.42.5.2] |
| 52 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm |
| 53 | , SCH. NO., [DSR-12.43.2] |
| 54 | 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., SCH. NO., [DSR-12.22] |
| 55 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth., SCH. NO., DSR 4.17 |
| 56 | INTERNAL ELECTRICAL WORK |
| 57 | SUB HEAD (I) :- INTERNAL WIRING |
| 58 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cablein surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required., SCH. NO., 1.1 |
| 59 | Group A, SCH. NO., 1.10.3 |
| 60 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required., SCH. NO., 1.12 |
| 61 | Power plug wiring in PVC conduit (4x4 sq.mm.) |
| 62 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required., SCH. NO., 1.14 |
| 63 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire, SCH. NO., 1.14.1 |
| 64 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire, SCH. NO., 1.14.2 |
| 65 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire, SCH. NO., 1.14.3 |
| 66 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required., SCH. NO., 1.24 |
| 67 | 5/6 A switch, SCH. NO., 1.24.1 |
| 68 | 15/16 A switch, SCH. NO., 1.24.3 |
| 69 | 3 pin 5/6 A socket outlet, SCH. NO., 1.24.4 |
| 70 | 6 pin 15/16 A socket outlet, SCH. NO., 1.24.5 |
| 71 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required., SCH. NO., 1.25 |
| 72 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required., SCH. NO., 1.33 |
| 73 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.), SCH. NO., 2.5 |
| 74 | 4 way (4 + 12), Double door, SCH. NO., 2.5.1 |
| 75 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required., SCH. NO., 2.1 |
| 76 | Single pole, SCH. NO., 2.10.1 |
| 77 | Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required., SCH. NO., 2.21 |
| 78 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required., SCH. NO., 5.15 |
| 79 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum), SCH. NO., 9.1.3 |
| 80 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing., SCH. NO., DSR 10.18 2023 CIVIL |
| 81 | 63 Amp Four Pole |
| 82 | SUB HEAD (II) :- (NON SECHDULE ITEMS) |
| 83 | Supplying and fixing of following rating 240/415 V, 10 Kg. 'c' curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connection, testing and commissing etc. required., SCH. NO., 1020 (A) |
| 84 | 63 Amp Four Pole |
| 85 | Supply & laying of aluminium conducter, PVC insulated amoured, served, sheeted cable 1100 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamp etc. of suitable size as per direction of Engineer-in-charge. complete in all respect the armouring of the cable shall be properly connected with the earth conductor by clamp etc., SCH. NO., 501 (M) |
| 86 | 70.0 sq Mm*3.50 core. |
| 87 | Supply and fixing of factrory and wired metal wired metal clad dust and vermin proof mountingn. M.S channel Base with bottan and top cable entires Electrical contral panel with Tpn MCCB's(four pole 36Ka with thermal magnatic release)Switches complete and insturment chamber etc. complete in all respects. The instrument chamber shall be separate and shall complate of flush type digital metering system for phase to phase voltage. current and other paraments (Kva.P.f.K.W etc.)in each phase with toche type selector switch for diffrent reading instruments fuses current transformer etc. the panel Board shall have suitable capacity electrolytic aluminum busbars as per is 8623 or above insulated with heat shrink sleeving and mounted on the sides. the MCCB'S shall be completed withsuitable cable end boxes. Compression glands and indicating lamp on incoming etc. The job includes the grounting of the board as Amp and above well be provided with Ammetre. The panel board shall be fabricated with CRCA sheet with Ammetre. the panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6MM /2MM cubicle type switch shall be L/T or Schnieder of equvalent make., SCH. NO., 804 |
| 88 | incoming MCCB 200 Amp- 01 no (for Hall), SCH. NO., C (ii) |
| 89 | Outgoing MCCB 100 Amp-01 no |
| 90 | outingoing MCCB 63 AMP-02 nos |
| 91 | Supply and fixing of 16 gauge MS durm with louvers duly painted including making hole in the wall for exhaust fan and finishing property complete in all respects., SCH. NO., 1122 |
| 92 | Supply and Fixing of 36 Watt to 46 Watt above 3300 leumin indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing withextended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect. Cat AAA, SCH. NO., 1406 Cat AAA |
| 93 | Supply and fixing of 20 Watt LED Metal body batten fitting suitable for both surface & suspended with 3 year warrantee , complete in all respect . 100 lm/W , PF>0.95 , THD<10%, at full load , CRI>80 with 3 year warranty., SCH. NO., 1413 |
| 94 | Supply and fixing of LED Street Light fitting with mandatory driver set having die cast aluminium body and lenxes suitable for 75 Watt to90 Watt, confirming to IP 65 /66 Protection having Company LOGO Engraved complete in all Respects including labour . Mid power LED with lences . 100 Im / Watt. PF > 0.95 , THD < 10% at full load CRI > 70 , Potted drived set ( not circulatory ) , with 3 year warranty., SCH. NO., 1453 Cat AAA |
| 95 | Supply and fixing of 200 Amp four pole change over switch on 50 mm x 50 mm x 6 mm angle iron frame, including the cost of labour, T&P, painting and other material required for proper completion of the work as per direction and satisfaction of engineer in charge., SCH. NO., 379 |
| 96 | S&L of 1800 mm x 900 mm x 12 mm thick chequred rubber matting of tested quality, SCH. NO., 1136 |
| 97 | Supply and burring of Safe Earthing Electrode T-19 ( Hot Dip Galvanised) , Length up to 3000 mm , Outer GI pipe of 16 SWG and inner with crystalline conductive misture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivty with good mixture of retaining capacity and one earthing lead of 25mm x 3 mm G.I. strip, upto switch board (from apron to switch board, the cost of G.I. strip will be extra) along with 30 cm square C.I. frame with hinged cover & masonry housing. Make: As approved in U.P. P.W.D. & C.P.R.I. Certified., SCH. NO., 725 B |
| 98 | INTERNAL PLUMBING WORKS |
| 99 | SANITARY INSTALLATIONS & C.P FITTINGS |
| 100 | Providing and fixing water closet squatting pan ( Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS:7231, Parryware/Hindware/Seabird/Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required., SCH. NO., 17.1 |
| 101 | White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests, SCH. NO., 17.1.1 |
| 102 | Providing and fixing white vitreous china pedestal type water closet (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 wherever required :, SCH. NO., 17.2.1 |
| 103 | Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required., SCH. NO., 17.7 |
| 104 | a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps, SCH. NO., 17.7.1 |
| 105 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete., SCH. NO., 17.28 |
| 106 | Semi rigid pipe, SCH. NO., 17.28.1 |
| 107 | 32 mm dia, SCH. NO., . 17.28.1.1 |
| 108 | Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete., SCH. NO., . 17.31 |
| 109 | Providing and fixing PTMT Bottle Trap for Wash basin and sink, SCH. NO., 17.7 |
| 110 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms, SCH. NO., 17.70.2 |
| 111 | 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., SCH. NO., 17.71 |
| 112 | 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., SCH. NO., 17.73 |
| 113 | 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., SCH. NO., 17.73.2 |
| 114 | CP Brass fittings |
| 115 | Providing and fixing unplasticised PVC connection pipe with brass unions, SCH. NO., 18.21 |
| 116 | 45 cm length, SCH. NO., 18.21.2 |
| 117 | 15 mm nominal bore, SCH. NO., 18.21.2.1 |
| 118 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931, SCH. NO., 18.49 |
| 119 | a) 15 mm nominal bore, SCH. NO., . 18.49.1 |
| 120 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms., SCH. NO., 18.51 |
| 121 | a) 15 mm nominal bore, SCH. NO., . 18.51.1 |
| 122 | Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931, SCH. NO., 18.53 |
| 123 | a) 15 mm nominal bore, SCH. NO., . 18.53.1 |
| 124 | Providing and fixing C.P. brass shower rose with 15 or 20mm inlet, SCH. NO., 18.22 |
| 125 | 100 mm diameter, SCH. NO., 18.22.1 |
| 126 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931: |
| 127 | 15mm nominal bore, SCH. NO., . 18.52.1 |
| 128 | PVC PIPES & FITTINGS AND RAIN WATER PIPES |
| 129 | Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground), SCH. NO., DSR no.19.2.1 |
| 130 | 100 /90 mm dia |
| 131 | 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 10mm gap for thermal expansion., SCH. NO., 12.41 |
| 132 | 110 mm, SCH. NO., 12.41.2 |
| 133 | INTERNAL & EXTERNAL WATER SUPPLY WORKS |
| 134 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. |
| 135 | Concealed work including cutting chases and making good the walls etc. |
| 136 | 20mm dia nominal outer dia pipes, SCH. NO., 18.8.2 |
| 137 | 25mm dia nominal outer dia pipes, SCH. NO., 18.8.3 |
| 138 | Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). |
| 139 | Internal work-Exposed on wall |
| 140 | 40mm dia nominal bore, SCH. NO., 18.10.5 |
| 141 | Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work). |
| 142 | 25mm dia nominal bore, SCH. NO., 18.46.3 |
| 143 | 40mm dia nominal bore, SCH. NO., 18.46.5 |
| 144 | Providing and fixing gun metal gate valve with wheel of approved quality., SCH. NO., 18.17 |
| 145 | 25mm dia nominal bore, SCH. NO., 18.17.1 |
| 146 | 40mm dia nominal bore, SCH. NO., 18.17.3 |
| 147 | Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license]., SCH. NO., . 18.48 |
| 148 | Capcity in Per Liters |
| 149 | SEWERAGE SYSTEM |
| 150 | Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m., SCH. NO., 2.1 |
| 151 | All kinds of soil, SCH. NO., 2.10.1 |
| 152 | Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm., SCH. NO., 2.10.1.2 |
| 153 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :, SCH. NO., 19.1 |
| 154 | 100mm diameter, SCH. NO., . 19.1.1 |
| 155 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) all round S.W. pipes including bed concrete as per standard design, SCH. NO., 19.2 |
| 156 | 100mm dia SW pipe, SCH. NO., 19.2.1 |
| 157 | Constructing brick masonry chamber 600 x 600 x 750 mm inside with F.P.S. brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve / Air Valve, with C. I. surface box 100 mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20 mm nominal size); necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1 : 3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, SCH. NO., 18.33.1 |
| 158 | SEPTIC TANK SOAKPIT |
| 159 | Excavation of Foundation-Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 160 | From 0.00 mt to 1.50 mt, SCH. NO., DSR-2.8.1 |
| 161 | 1.50mt to 3.0 mt, SCH. NO., DSR-2.8.1 |
| 162 | PCCProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), SCH. NO., (DSR-4.1.8) |
| 163 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 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 specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum, SCH. NO., DSR 5.33.2.1 |
| 164 | Add for using extra cement in the items of design mix over and above the specified cement content therein., SCH. NO., DSR 5.35 |
| 165 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand), SCH. NO., DSR 6.1.1 |
| 166 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . Thermo-Mechanically Treated bars of grade Fe-500D or more., SCH. NO., DSR 5.22.6 A |
| 167 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor)., SCH. NO., DSR-11.3.1 |
| 168 | 15mm cement plaster on rough side of mix 1:4 (1 cement : 4 coarse sand), SCH. NO., [DSR13.5.1] |
| 169 | Providing and fixing soil, waste and vent pipes : 75mm diameter : Sand cast iron S&S pipe as per IS: 1729, SCH. NO., [DSR-17.35.2.1] |
| 170 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:(With 20x20mm square bar), SCH. NO., [DSR 19.15.1] |
| 171 | Making soak-pit 2.5 m. diameter and 3 m. deep with 45 x 45cm dry brick honey comb shaft with F.P.S bricks and SW drain pipe complete as per standard design., SCH. NO., 19.32.1 |
| 172 | SUBMERSIBBLE PUMP WITH BORING |
| 173 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 300 mm dia, SCH. NO., DSR 23.1.1 |
| 174 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. (I) 110 mm nominal size dia, SCH. NO., DSR 23.3.1 |
| 175 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (I) 110 mm nominal size dia., SCH. NO., DSR 23.4.1 |
| 176 | Supplying, filling, spreading & leveling p gravel of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge., SCH. NO., DSR 23.7 |
| 177 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge., SCH. NO., DSR 23.12 |
| 178 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of : 110 mm dia, SCH. NO., DSR 23.13.1 |
| 179 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 110 mm clamp., SCH. NO., DSR 23.14.1 |
| 180 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 110 mm dia., SCH. NO., DSR 23.15.1 |
| 181 | BOUNDARY WALL |
| 182 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m., SCH. NO., DSR-2.8.1 |
| 183 | PCCProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), SCH. NO., (DSR-4.1.8) |
| 184 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 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 specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum, SCH. NO., DSR 5.33.1.1 |
| 185 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 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 specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works Above plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum, SCH. NO., DSR 5.33.2.1 |
| 186 | Add for using extra cement in the items of design mix over and above the specified cement content therein., SCH. NO., DSR 5.35 |
| 187 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand), SCH. NO., (DSR-6.4.2) |
| 188 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 189 | upto plinth, SCH. NO., DSR 5.22.6 |
| 190 | above plinth, SCH. NO., DSR 5.22.6 A |
| 191 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand), SCH. NO., DSR-13.4.2 |
| 192 | Finishing walls with Acrylic smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67ltr/10 sqm over the including base coat of water proofing cement paint applied @ 0.90 kg/10 Sqm., SCH. NO., DSR 13.46.1 |
| 193 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete |
| 194 | grill., SCH. NO., DSR-9.48 |
| 195 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an evenshade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture, SCH. NO., DSR 13.62.1 |
| 196 | Centering and shuttering including strutting, propping etc. and removal of form: in Foundations, footings, bases of columns, etc. for mass concrete, SCH. NO., DSR 5.9.1 |
| 197 | as item number above But in Lintels, beams, plinth beams, girders, bressumers and cantilevers, SCH. NO., DSR 5.9.5 |
| 198 | as item number above but in Columns, Pillars, Piers, Abutments, Posts and Struts, SCH. NO., DSR 5.9.6 |
| 199 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m., SCH. NO., DSR-2.8.1 |
| 200 | PCCProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), SCH. NO., (DSR-4.1.8) |
| 201 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 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 specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum, SCH. NO., DSR 5.33.1.1 |
| 202 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 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 specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works Above plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum, SCH. NO., DSR 5.33.2.1 |
| 203 | Add for using extra cement in the items of design mix over and above the specified cement content therein., SCH. NO., DSR 5.35 |
| 204 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 205 | upto plinth, SCH. NO., DSR 5.22.6 |
| 206 | above plinth, SCH. NO., DSR 5.22A.6 |
| 207 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand), SCH. NO., DSR-13.4.2 |
| 208 | Finishing walls with Acrylic smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67ltr/10 sqm over the including base coat of water proofing cement paint applied @ 0.90 kg/10 Sqm., SCH. NO., DSR 13.46.1 |
| 209 | Centering and shuttering including strutting, propping etc. and removal of form: in Foundations, footings, bases of columns, etc. for mass concrete, SCH. NO., DSR 5.9.1 |
| 210 | Centering and shuttering including strutting, propping etc. and removal of form in Lintels, beams, plinth beams, girders, bressumers and cantilevers, SCH. NO., DSR 5.9.5 |
| 211 | Centering and shuttering including strutting, propping etc. and removal of form in Columns, Pillars, Piers, Abutments, Posts and Struts, SCH. NO., DSR 5.9.6 |
| 212 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes. DSR 10.16.3, SCH. NO., 10.16.3 |
| 213 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an evenshade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture, SCH. NO., DSR 13.62.1 |
| 214 | INDIA MARKA-II HANDPUMP |
| 215 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 150mm dia, SCH. NO., DSR 23.1.1.1 |
| 216 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. (I) 110 mm nominal size dia, SCH. NO., DSR 23.3.1 |
| 217 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (I) 110 mm nominal size dia., SCH. NO., DSR 23.4.1 |
| 218 | Supplying, filling, spreading & leveling p gravel of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge., SCH. NO., DSR 23.7 |
| 219 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc., SCH. NO., DSR 18.12.4 Please Enable Macros to View BoQ information |
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