Jharkhand Police Housing Corporation Limited has published Tender For Construction Of 50 Bedded Mahila Barrack Block 4 At Deoghar Police Line In The District Of Deoghar. Submission Date for this Tender is 13-01-2024. Barrack Tenders in deoghar Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Section I |
| 2 | Building Works |
| 3 | 5.1.1 Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. |
| 4 | 5.1.10 Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) |
| 5 | 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 upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. DSR 2.7.3 Hard rock (blasting prohibited) |
| 6 | 5.6.1 Providing designation 75 A one brick flat soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I |
| 7 | 5.3.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 5.3.1.4 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) |
| 8 | 5.2.3 Providing designation 75A brick work in CM (1:6) in Foundation and plinth with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 9 | 5.3.5 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). |
| 10 | 5.3.9 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 5.3.9.1 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) IN FOUNDATION |
| 11 | 5.3.17 Centering and shuttering including strutting, propping etc. and removal of form for 5.3.17.1 Foundation and footings, bases of columns, etc. for mass concrete. |
| 12 | 5.3.10 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 five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) |
| 13 | 5.3.17 Centering and shuttering including strutting, propping etc. and removal of form for 5.3.17.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 14 | 5.3.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 5.3.1.1 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) Plinth Band |
| 15 | 5.3.17 Centering and shuttering including strutting, propping etc. and removal of form for 5.3.17.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 16 | 5.3.11 Reinforcedcementconcreteworkinbeams,suspendedfloors,roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five 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). |
| 17 | 5.3.17 Centering and shuttering including strutting, propping etc. and removal of form for 5.3.17.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 18 | 5.3.17 Centering and shuttering including strutting, propping etc. and removal of form for 5.3.17.3 Suspended floors, roofs, landings, balconies and access platform |
| 19 | 5.3.17 Centering and shuttering including strutting, propping etc. and removal of form for 5.3.17.7 Stairs, (excluding landings) except spiral-staircases |
| 20 | 5.3.17 Centering and shuttering including strutting, propping etc. and removal of form for 5.3.17.19 Weather shade, Chajjas, corbels etc., including edges |
| 21 | 5.3.17 Centering and shuttering including strutting, propping etc. and removal of form for 5.3.17.4Shelves (Cast in situ) |
| 22 | 5.2.11 Providing designation 75 A brick work in C.M. (1: 6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 23 | 5.2.50 Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in CM (1:3) in super structure with approved quality of Clean coarse sand of F.M 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials raking our joints to 15 mm depth curing, taxes and royalty all complete as per building specification and direction of E/I |
| 24 | 5.2.54 Providing designation 112 mm thick reinforced designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990(9"x4.5"x3") in C.M (1:4) in Superstructure with approval quality of clean coarse sand of F.M 2 to 2.5 including the cost of screening, carriage of materials, sacfolding, raking out joints to 15 mm depth , curing , taxes and royality ( but excluding the cost of reinforcement) all complete as per building specification |
| 25 | 5.3.17 Centering and shuttering including strutting, propping etc. and removal of form for 5.3.17.15 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like |
| 26 | 5.7.3 Providing 12mm thickcement plaster (1:6) with clean coarse sand of F.M 1.5 on inside wallincluding screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 27 | 5.7.6 Providing 6mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scafolding taxes and royalty all complete as per buildings specification and direction of E/I. |
| 28 | 5.5.4 Providing Tor steel reinforcement of 8 mm dia rods as perapproved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per builing specification and direction of E/I. (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) |
| 29 | 5.5.5 Providing Tor Steelreinforcementof 10mm , 12 mm & 16 mm dia bars as perapproved design and drawing excluding carriage ofbars to work site, cutting bending and bindingwith annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specificationand direction of E/I |
| 30 | (a) 10 mm (TMT coil Fe 500)(Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) |
| 31 | (b) 12 mm (TMT coil Fe 500) (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) |
| 32 | (c) 16 mm (TMT coil Fe 500)(Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) |
| 33 | 5.5.6 Providing Tor Steelreinforcementof 20mm dia bars as perapproved design and drawing excluding carriage ofbars to work site, cutting bending and bindingwith annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specificationand direction of E/I |
| 34 | DSR 10.18 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. |
| 35 | D.S.R. 13.80 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. |
| 36 | Over Internal & External Surface |
| 37 | DSR / 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) |
| 38 | 5.8.18 Providing two coats of oil bound distemper of approvedmake & shadeover a coat of cement primerovernewsurface including preparing the plastered surface by rubbing, smooth with pumic stone or fine sand paper, aplying putty wherever required,scaffolding , washing of flores and taxes etc. all complete as per building specification direction of E/I. |
| 39 | DSR 10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 40 | 5.10.34 Providing 150 mm wide BRICK DRAIN in cement mortar (1:6) with avarage 150mm. Clear depth and 125 mm apron including cost of earthwork involved with 75m cement concrete (1:4:3) over one brick designation 75A, flat soling in proper grade and slope at the base , the drain dully plastered in C.M.(1:3) with puning over exposed surface all complete as per building specification and direction of E/I. |
| 41 | 5.3.8 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 andgroutedwithfinesand,includingnecessaryexcavation,levelling& dressing & finishing the top smooth. |
| 42 | DSR 21.1 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 / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : |
| 43 | DSR 21.1.2 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) 21.1.2.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) (Three Track) |
| 44 | DSR 21.3 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): 21.3.1 With float glass panes of 4.0 mm thickness |
| 45 | DSR 9.119 Providing and fixing factory made P.V.C. door frame manufactured by M/s Rajshri or equivalent of size 50x47mm with a wall thickness of5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame.The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers speci fication anddirection of Engineer-in-Charge.- |
| 46 | DSR 9.120 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mmthick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing. |
| 47 | 9.120.2 30 mm thick pre laminated PVC door shutters |
| 48 | 5.5.12 Supplying, fitting and fixing M.S. grill made of 20x6mm M.S. flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, hoisting carriage of grill to work site, hoisting as per building specification and direction of E/I. |
| 49 | DSR 10.14.1.1 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineerin-charge Fixing with adjustable lugs with split end tail to each jamb |
| 50 | Profile B DSR 10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb |
| 51 | 5.4.34 Supplying, fitting & fixing 30mm thick solid core type decorative single leaf flush door shutters in doors withboth sidedecorative venier with black board core bended with high qualityin all formaldehyde synthetic resin ofstanderedwith aluminiumfittings such as hinges, tower bolts, handle, cleats aldrop, door stopper & sand blocks & taxes all complete as per detail drawing building specification & direction of the E/I. |
| 52 | DSR 11.38 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 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), including pointing the joints with white cement and matching pigments etc., complete. |
| 53 | 5.6.28 Providing and Laying Double charge vitrified floor tiles in different sizes (thickness to be specifed by manufacturer) with water absorption less than .08% and conforming to IS: 15622/ISO 13006 of Approved make, in all colour 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 grey cement and matching pigment etc. complete size of tiles 600x600 mm. |
| 54 | 8.31 / D.S.R 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 |
| 55 | DSR 8.2.2.2 Providing and fixing 18mm thick mirror polished, machine cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 Cement : 4 coarse sand) with joints treated with white cement ,mixed with matching pigment, epoxy touch ups, including rubbing ,curing etc. complete at all levels. GRANITE OF ANY COLOUR AND SHADE -Area of slab Over 0.5 sqm . |
| 56 | DSR 8.3.2 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. 8.3.2 Granite work |
| 57 | DSR 11.26 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) : 11.26.1 25 mm thick |
| 58 | DSR 13.68 French spirit polishing : 13.68.1 Two or more coats on new works including a coat of wood filler |
| 59 | 5.8.41 Provinding primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dirt, scales smokes and grease and cleaning the surface thoroughly includingcost of scaffolding and taxes all complete as per building specification and direction of E/I. (Mode of measurment Area shall be multiplied by the co-efficient as indicated in building specificaton.) |
| 60 | 5.8.45 Providing two coats of synthetic enamel paint of approved shade and made over steel surface including cleaning the surface thoroughly including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I |
| 61 | 16.91/DSR Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. |
| 62 | DSR 16.91.2 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 63 | Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I. |
| 64 | (a) Fly Ash Bricks (12 KM.) |
| 65 | (b) Bricks (1K+ 7P =8KM.) |
| 66 | (c) Coarse Sand (10 KM.) |
| 67 | (d) Stone Chips (12 KM.) |
| 68 | (e) Cement (3 KM.) |
| 69 | (f) Steel (3 KM.) |
| 70 | Section - IIWater supply and sanitary installation works |
| 71 | 3.2.1 Supplying, Fitting and Fixing vitreous white Glazed earthen ware I.W.C. of parry Hindustan or any other I.S.S. apporoved make with 100mm H.C.I "p" trape 15 liters C.I pull and let go flushing cisternof names or other I.S.S. equivalent make complete with all fittings, C.I. or C. C. brackets 32 mm alkathene/P.V.C. telescopic flush pipe anout 2 M long with one bragg couping and clamps G.I chain and pull including supplying and fixing a pair of vitreous whotr glazed earthenware ware footrest to be fixed in floor 15mm C.I body brass spindle stope cock weight not less then 50 grms, 15mm P.V.C. conection pipe 150 mm long and exposed pipe and cistern with two coates of apporoved paint over a coat of red oxide etc. all complete as per specification and direction of E/I. (A)580 mm long (C) with10 lit. low level PVC cistern. |
| 72 | DSR 18.49.1 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 18.49.1 15 mm nominal bore |
| 73 | DSR 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 74 | DSR 18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931(a) 15mm nominal bore |
| 75 | DSR 18.75.1 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour 15 mm nominal bore, weighing not less than 32 gms |
| 76 | DSR 17.32.1 Providing and fixing 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 : Circular shape 450 mm dia |
| 77 | DSR 17.7.2 Providing and fixing wash basin with 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 wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap |
| 78 | DSR 18.58.1.2 Providing and fixing PTMT grating of approved quality and colour. 125 mm nominal dia with 25 mm waste hole |
| 79 | DSR 17.10.2.1 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 :610x510 mm bowl depth 200 mm |
| 80 | DSR 17.28.2.1 Providing And fixing 32 mm waste pipe for sink or wash basin including P.V.C. waste fittings complete. 32 mm dia |
| 81 | DSR 18.8 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 1.00 m 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 testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. |
| 82 | (DSR18.8.1) 15 mm nominal outer dia Pipes |
| 83 | (DSR 18.8.2) 20 mm nominal outer dia Pipes |
| 84 | DSR 18.9 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 complete as per direction of Engineer in Charge.External work |
| 85 | (DSR 18.9.3) 25 mm nominal outer dia Pipes |
| 86 | JSR 3.3.8 Supllying and matarials with lobour for construction inspection chamber of designation class 75b brick deep 600x450 internal diamention having 250mm wall thickness in cementmorter(1:6)including 12mm cement plaster (1:4)with punning on inside and cement plaster (1:6)with 600x450mm G.I. cover with frame (weight not less than 36k.g)in foundation and refilling all complete as per specification and direction of E/I. |
| 87 | DSR 19.6.3 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :250 mm dia. R.C.C. pipe |
| 88 | DSR 18.52.1 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore |
| 89 | DSR 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. |
| 90 | DSR 12.41 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. 12.41.2 110 mm diameter |
| 91 | DSR 12.42 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. |
| 92 | Single tee with door 110mm |
| 93 | Bend 87.5° 110mm |
| 94 | Shoe (Plain) 110mm |
| 95 | Coupler 110mm |
| 96 | Single tee without door 110mm |
| 97 | DSR 18.18 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 98 | 18.18.3 25 mm nominal bore |
| 99 | Basic rate of JSORpage 40M-961(x) Providing and fixing C.P. brass swan neck sink cock for kitchen sink of approved quality15mm nominal bore, approved brand C.P. fittings. |
| 100 | DSR 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 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. |
| 101 | SectionIII 200x150xmm dia Deep bore Well With Pump set & electrification etc works. |
| 102 | WD & SD page no. 56 Basic rate item no. 119 M 1035Suppling all materisls labour and tools and cost of drilling 200mm x 165mm bore well in all kinds of soil and rock in rural area for installation of pump set with hydrolic DTH rig machine, all complete including suplying all materials tools, drilling rig, Air compressor and equipments, as well as fuel, lubricants and cost of transprtation of Rig machine and other vehicles up to the site. |
| 103 | From 0.0M to 50.0 M belew G.L |
| 104 | From 51.0 M to150.00 M belew G.L |
| 105 | DW& SD page no. 56 Basic rate item no. 120 M 1036 supplying all tools, tackles & lowering of 200 mm dia MS ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe itc including all taxes, VAT, Excise duty, freight charges with inspection charges etc as applicable, etc all complete job. |
| 106 | WD & SD page no. 65 Basic rate item no. 139M 1055 Supplying 100 mm dia submersible pump sets confirming to IS 8034 and motor confirming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/ noryl impeller. Motor suitable for working on 415V + 10%, 3PH, 50 Hz, A.C. supply with cable guard, thrust carbon/ fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design. Anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single/ double run shall be provided with each pump. |
| 107 | Submersible Pump 150 mm dia ( with Bronze impeller) up to 8 stages 2.0 HP |
| 108 | WD & SD page no. 74 Basic rate item no. 149M 1065 Supplying Fully Automatic Starter to operate induction motor working on 415v, 3 phase ,50 hz with no volt coil , Over load element , ON-OFF push buttons with necessary materials and connected to supply etc complete starter with original sheet steel encloser as per IS: 3914. F.A.S.D. Starter (10 HP) |
| 109 | ED Basic rate M1627 PG-36 FR PVC insulated 3 core 4 sq.mm. copper wire. |
| 110 | WD & SD Basic rate item no. 14(K) (v) Supplying & lowering 40mm da column G. I. pipe with all complete job. |
| 111 | Section - IVSeptic tank & Soak pit |
| 112 | 5.1.1 Earth work in excavation in foundation trenches in ordinary soil(vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. |
| 113 | 5.1.2 Extra for earthwork in hard soil as per specification and direction of E/I. |
| 114 | 5.1.10 Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) |
| 115 | 5.2.3 Providing designation 75A brick work inC.M (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. |
| 116 | 5.2.23 Providing designation 125 mm thick reinforced designation 75A brick work in CM (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 25 including the cost of screening, carriage of materials, scaffolding , raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of E/I. |
| 117 | 5.3.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 5.3.1.3 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) |
| 118 | 5.3.11 Reinforcedcementconcreteworkinbeams,suspendedfloors,roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five 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). |
| 119 | 5.3.20 Providing, hoisting and fixing above plinth level up to floor five level precast Reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 120 | 5.5.4 Providing Tor steel reinforcement of 8 mm dia rods as perapproved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per builing specification and direction of E/I. |
| 121 | 5.5.5 Providing TMT Steelreinforcementof 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage ofM.S. Rods (straight or in coils) to work site, cutting bending and bindingwith annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specificationand direction of E/I |
| 122 | (a) 10 mmTMT bar FE 500 ( Only Valid for SAIL & TATA Steel ) |
| 123 | 5.6.1 Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 124 | 5.7.2 Providing 12mm thick cement plaster (1:4) with clean coarse sand ofF.M. 1.5 approved water proofing compound including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as perbuilding specification and direction of E/I. |
| 125 | 5.7.11 Providing 1.5 mm thick cement punning including curing, carriage of water with all leads and lifts of water as perbuilding specification and direction of E/I. |
| 126 | 3.2.7 Supplying fitting & fixing H.C.I. pipes with ear of approved make confirming to I.S.I. 1729 including supplying nails and bobins short pieces, cutting loose collars lead and yarn for making lead caullked joints, cutting pipes to size including earth work or scaffolding where necessary etc all complete as per spectification & direction of E/I. |
| 127 | ( a ) 100 mm dia. |
| 128 | Basic Rate of SOR 2022M-198 (page no 55) Providing and laying brick bats in soakpit with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. |
| 129 | Basic Rate of DW & SD SL NO 31(b)M 947 Supplying, fitting and fixing C.I. cover with frame for mane hole and inspection chamber with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of E/I. (a) Size 600 x 450 mm (Wt. 25 Kg). |
| 130 | Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I. |
| 131 | (b) Bricks (1K+ 7P =8KM.) |
| 132 | (c) Coarse Sand (10 KM.) |
| 133 | (d) Stone Chips (12 KM.) |
| 134 | (e) Cement (3 KM.) |
| 135 | (f) Steel (3 KM.) |
| 136 | Section - VElectrical Installation Work |
| 137 | Note- (i)PVC insuleted copper conductor cable of make:-Havell"s/HPL/KEI/Polycab |
| 138 | (ii)PVC conduit of thikness 1.5mm/2mm for wiring:-Polycab/Klinga/Saini star |
| 139 | (iii)Switches/soket outlet for piano type:-Anchor/ Cona/Keny |
| 140 | (iv)Switches/soket outlet for modular type:-Roma(Anchor/wood)/Havell"s(carbtree)/ Hpl/Philips |
| 141 | (v)MCB-DB, Mccb,Mcb,SFU,Changeover,Rccb:-Havell"s/Hpl/L&T/Legrand |
| 142 | (vi)XLPE/PVC aramoured cable:-Havell"s/polycab/capital/V-guard |
| 143 | (vii)Electrical fitting/fixtures:-Bajaj/Philips/Crompton/wipro/Hpl |
| 144 | (viii)All internal wiring work should be recessed(conseeld) |
| 145 | 1.3 Point wiring in PVC conduit, with modular type switch:-Wiring for light point/fan point/exhaust fan point/call bell point with 1.5. sq.mm FR PVC Insuleted copper conductor single core cable in recessed PVC conduit, with modular type switch, pheonlic lamineted sheet,suitable size G.I.box etc. |
| 146 | 1.3.1 Group A |
| 147 | 1.4 Twin control point wiring PVC conduit with modular type switch:-wiring for Twin control point with 1.5 sq mm FR PVCInsuleted copper conductor single core cable in recessed PVC conduit, 2 way modular, switch, pheonlic lamineted sheet,suitable size G.I.box etc.as required. |
| 148 | 1.5 Power plug wiring in PVC conduit(2x4 sq mm) :- Wiring for light/Power plug with 2x4 sq mm FR PVC insuleted copper conductor single core cable in recess PVC conduit along with 1 Nos. 4 sq mm FR PVC insuleted copper conductor single core cable for loop earthing as required. |
| 149 | 1.7 Circuit/submain wiring in PVC conduit:-Wiring for circuit/submain wiring along with earth wire with the following size PVC insuleted copper conductor single core cable in recessed PVC conduit as required |
| 150 | (1.7.2) 2x2.5 sq.mm. +1x2.5 sq.mm. Earth wire for light/fan cicuit. |
| 151 | (1.7.4) 2x6 sq.mm.+ 1x6 sq.mm. Earth wire for TPN lighting Distribution Board. |
| 152 | (1.7.11) 4x10 sq mm+2x10 sq mm earth wire |
| 153 | 1.27 S/F Modular boxes, base & covre plate:-following size/ modular G.I box along with modular base & cover plate for modular switches in recess etc, as required. |
| 154 | (1.27.3) 6 module(78mm x 205mm x 50mm) |
| 155 | 1.24 S/F modular type switch /socket :- Supplying and fixing following modular type switch box/cover including connections but excluding modular plate etc as required |
| 156 | (1.24.1) 5/6amp switch |
| 157 | (1.24.3) 15/16amp switch |
| 158 | (1.24.5) 6pin 15/16 amps, socket outlet |
| 159 | (1.24.4) 3pin 5/6 amps, socket outlet |
| 160 | (1.25) S/F Modular type electronic fan regulator:-Supplying and fixing stepped type fan regulator on the existing modular plate switch box including connectionons but excluding modular plate etc, as required. |
| 161 | 1.32 S/F power plug point with modular type accessories:- Supplying and fixing suitable size G.I.box with modular plate and coverin front on recess including providing and fixing 6 pin, 15/16 amps modular socket outlet and 15/16 amps modular switchconection painting etc, as required. |
| 162 | 1.33 S/F ceiling rose:- Supplying and fixing 2 pin 5 amp, ceiling rose on the existing junction box/wooden block including connection etc as required. |
| 163 | 1.44 ITC ceiling fan:- Instaliation, testing and commissioning of ceiling fan including wiring the down rod of standard length( uptwo 30 cm) with 1.5 sq mm.FR PVC insulated copper conductor, single core cable etc as required |
| 164 | 1.48 ITC exhaust fan up to 450 mm, sweep:- Installation of exhaust fan up to 450 mm. sweep in the exiting opening, including making the hole to suit the size of above fan, making good the damage, connection testing commissioning etc as required. |
| 165 | 2.6 S/F Sheet metal ON/OFF-Load chenge over:- Providing and fixing following capacity 2 pole/ 4 pole ON/OFF-Load chenge over switches with side handle opreation, in sheet inclosure in existing panel board including drilling holes in metal board, making connection, earthing the body etc as required |
| 166 | (2.6.4) 63 amps, 4 pole |
| 167 | 2.8 S/F SP MCB DB : Supplying and fixing of following waysingle pole & neutral, sheet steel , MCB distribution board240 volts, on surface /recess , complete with tinned copper bushbars ,neutral busbar, earth bar , din bar ,detachable gland plate , interconnections ,phosphatized and powder painted includingearthing etc. as requried. (but without MCB/RCCB/ISOLATOR) |
| 168 | (2.8.9) 12 way SPN, double door. |
| 169 | 2.9 S/F T.P.MCB DB:- Supplying and fixing following way three pole and nutral,sheet,MCB distribution board,415 volt,in recess,complete with tinned copper busbar,earth bar, din bar, detachable gland plate, interconnections, phosphatized and power painted including earthing etc. as required.(But without MCB/RCCB/ISOLATOR) |
| 170 | (2.9.4) 4 way (4+12),Double door, Horizontal type |
| 171 | 2.11 MCB & MCB DB"SS/F "B" series, S.P. MCB: Supplying and fixing 6 amps to 32 amps, rating, 240 volts, "B" series, maniature circuit breaker of following poles in the existing MCBDB complete with connections, testing and commissioning etc. as required . |
| 172 | (2.11.1) 6/32 amps, Single pole, "B" series |
| 173 | 2.12 S/F "C" series. S.P.MCB:- Supplying and fixing 6 amps to 32 amps rating,240 volts, "C" series miniature circuit breaker suitable for lighting and others loads of following poles in the exiting MCB DB complite with connections. Testing and commisioning etc as required. |
| 174 | (2.12.6) 40 amps ,DP |
| 175 | (2.12.10) 50/63 amps, TPN |
| 176 | 2.13 S/F SP MCBblanking plate:- Supplying and fixing Single pole blanking plate in exiting MCB DB complete etc as required. |
| 177 | 2.19 P/F M.V. danger notice plate:- Providing and fixing M.V danger notice plate of 200mm x150mm made of mild steel, at least 2mm thick, and vitreous enamelled white on both sides, and with inscription in single red coiour on front side as required. |
| 178 | 3.2 G.I Earth pipe electrode with salt charcoal :- Earthing with G.I. earth pipe 4.5 mtr long,40mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. as required. with salt charcoal or coke. |
| 179 | 3.12 S/L 25mmX6mm G.I. earth strip in ground :- Supplying and laying 25mmX6mm G.I.strip 0.50 metre bellow ground as strip level earth electrode, including soldring etc. as required. |
| 180 | 4.2 P/F G.I. lightning conductor finial:- Providing and fixing of lighting cnductor finial, made of 25 mm dia 300mm long, copper tube having single prong at top, with 85mm dia 3mm thick G.I. base plate including holes etc. complete as required. |
| 181 | 4.4 Reverting, sweating and soldering of copper/G.I. tape(with another coppr/G.I. tape, base of the finial or any other metallic object) as required. |
| 182 | 4.7 P/F G.I. lightning conductor tape in horizontal run:- Providing and fixing copper tape 20mm x 3mmthick on parapet or surface of wall for lightning conductor complete as required(For horizontal run) |
| 183 | 4.8 P/F G.I lightning conductor tape in vertical run:- Providing and fixing copper tape 20mm x 3mmthick on parapet or surface of wall for lightning conductor complete as required(for vertical run) |
| 184 | 5.1 MV cable laying upto 25 sq.mm. in ground:- Laying of one number PVC insuleted and PVC sheathed/ XLPE power cable of 11 KV grade of size not exceeding 25 sq.mm. direct in ground including excavetion, sand coushioning, protective covering and refilling the trench etc as required. |
| 185 | CABLE (External electrical work) |
| 186 | Code No. M-740 S/L PVC XLPE insuletd PVC sheathed, heavy duty, armoured electrical cable with aluminium conductor for working voltage upto and including 1100 volts,(conforms to IS:1554, part-1) 16 sq.mm. 4 core |
| 187 | CODE No.M-775 Providing of 12"" (300 mm)exhaust fan of make bajaj/havells/usha/crompton |
| 188 | CODE No.M-772 Providing of 48"" (1200 mm) ceiling fan of make bajaj/havells/usha/crompton |
| 189 | Code no. M-854 Supply of LED batten (20/22 watt)of make bajaj/havells/crompton |
| 190 | 9.1.7 SI.T.C of floowing rating LED Street lighting luminarie with pressure die cast and toughened glass cover (IP 66 protection) in existing pole/pipe for pply voltage"1.00-270Y AC,50Hz. Luninarie shall be confirm to IS: 10322 partsection- 3 and sha-ll be complete with all neccssary accessories as required 90/100W LED Street light |
| 191 | DSR12.37 Supplying and fixing of light class G.I. pipe of 50 mm dia. (nominal) 3 metres length along the pole for protection of under ground cable as required |
| 192 | Section VI Boundary Wall (90 Mtr.) |
| 193 | 5.1.1 Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. |
| 194 | 5.1.2 Extra for earthwork in hard soil as per specification and direction of E/I. ( Vide classificationofsoil iten _B) |
| 195 | 5.1.7 Filling infoundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earthobtainedfrom excavation offoundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. |
| 196 | 5.1.10 Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) |
| 197 | 5.6.1 Providing designation 75 A one brick flat soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I |
| 198 | 5.3.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 5.3.1.3 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) |
| 199 | 5.3.9 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 5.3.9.1 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) IN FOUNDATION |
| 200 | 5.3.17 Centering and shuttering including strutting, propping etc. and removal of form for 5.3.17.1 Centering and shuttering including strutting, propping etc. and removal of form for |
| 201 | 5.3.10 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 five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) |
| 202 | 5.3.17 Centering and shuttering including strutting, propping etc. and removal of form for 5.3.17.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 203 | 5.3.11 Reinforcedcementconcreteworkinbeams,suspendedfloors,roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five 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). |
| 204 | 5.3.17 Centering and shuttering including strutting, propping etc. and removal of form for 5.3.17.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 205 | 5.2.11 Providing designation 75 A brick work in C.M. (1: 6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 206 | 5.7.3 Providing 12mm thickcement plaster (1:6) with clean coarse sand of F.M 1.5 on inside wallincluding screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 207 | 5.8.24 Providing two coat of snowcemof approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I. |
| 208 | 5.5.4 Providing Tor steel reinforcement of 8 mm dia rods as perapproved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per builing specification and direction of E/I.(TMT Fe 500 (Only valid for SAIL & TATA Steel ) |
| 209 | 5.5.5 Providing Tor Steelreinforcementof 10mm , 12 mm & 16 mm dia bars as perapproved design and drawing excluding carriage ofbars to work site, cutting bending and bindingwith annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specificationand direction of E/I |
| 210 | (a) 10 mm (TMT coil Fe 500)(Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) |
| 211 | (b) 12 mm (TMT coil Fe 500)(Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) |
| 212 | Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I. |
| 213 | (b) Bricks (1K+ 7P =8KM.) |
| 214 | (c) Coarse Sand (10 KM.) |
| 215 | (d) Stone Chips (12 KM.) |
| 216 | (e) Cement (3 KM.) |
| 217 | (f) Steel (3 KM.) |
| 218 | Section VII -Concertina Wire Fencing Work |
| 219 | APP. Basic rate of material item no. 29+10% C.P (Material + 10% C.P.) Supplying M.S. Angle Post 50 x 50 x 6mm Size as perbuilding specification and direction of E/I. |
| 220 | 5.5.23 Drilling 6 mm dia. holes in M.S. Angle Iron for fitting of Stable etc.as per building specification and direction of E/I. |
| 221 | 5.5.28 Labour for fabricating and hoisting and fixing in position structural steel work in Rs. Joist, channel, angle,Tee ---- as perbuilding specification and direction of E/I. |
| 222 | 5.5.24 Labourforcutting M.S. Angle iron post to required length , One end splited as fish tailed in a length of 150 mm complete as per building specification and direction of E/I. |
| 223 | 5.8.45 Providing two coats of synthetic enamel paint of approved shade and made over steel surface including cleaning the surface thoroughly including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I |
| 224 | DSR 16.53 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m) having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron "Y" shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete as per direction of Engineer-in-charge with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 225 | Section VIII-Gate |
| 226 | 5.5.30 Supplying, fitting anf fixing MS Grill gate with MS Grills made of 20x6mm MS flats or 16 mm MS square bars fitted on 25x25x6 mm MS Angle frame of size 60x60x6 mmincludingcost of fabrication , providing necesary locking arrangement with haskal and domny duly fixed in PCC (1:2:4) blocks of required size applying apriming red lead paint over steel work taxes all complete as per drawing specificationand direction of E/I. (when steel is not supplied by the deptt) |
| 227 | SectionIX Rain Water Harvesting |
| 228 | 5.1.1 Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. |
| 229 | 5.1.2 Extra for earthwork in hard soil as per specification and direction of E/I. ( Vide classificationofsoil iten _B) |
| 230 | 5.1.10 Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) |
| 231 | 5.6.1 Providing designation 75 A one brick flat soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I |
| 232 | 5.3.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 5.3.1.3 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) |
| 233 | 5.2.2 Providing designation 75A brick work inC.M (1: 4) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. |
| 234 | PART B M-009 Stone Metal at quarry site .. Traxes and royalty all complete as per building specification and direction of E/I. 0.90 m Gravel filling |
| 235 | 0.90 M stone Boulder filling |
| 236 | 5.3.20 Providing, hoisting and fixing above plinth level up to floor five level precast Reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 237 | 5.7.1 Providing 12mm thick cement plaster (1:3) with clean coarse sand ofF.M. 1.5 approved water proofing compound including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as perbuilding specification and direction of E/I. |
| 238 | 5.7.6 Providing 6mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scafolding taxes and royalty all complete as per buildings specification and direction of E/I. |
| 239 | 5.5.4 Providing Tor steel reinforcement of 8 mm dia rods as perapproved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per builing specification and direction of E/I. (TMT Fe 500 (Only valid for SAIL & TATA Steel ) |
| 240 | DSR 12.41.2 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. 110 mm diameter |
| 241 | DSR 12.42 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. |
| 242 | ( 12.42.5.2) 110 mm bend |
| 243 | ( 12.42.6.2) Shoe 110 mm |
| 244 | DSR 12.43.2 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 ) |
| 245 | Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I. |
| 246 | (b) Bricks (1K+ 7P =8KM.) |
| 247 | (c) Coarse Sand (10 KM.) |
| 248 | (d) Stone Chips (12 KM.) |
| 249 | (e) Cement (3 KM.) |
| 250 | (f) Steel (3 KM.) |
| 251 | SOR PHED (page no 58 M 1037) DT: Basic rate for 125/115 mm dia drilled Tube Well for drilling in all kinda of Soil and rock for installation o hand pump with DI rings all complete including supplyin all materials, labours , tools drilling rigs air compressor and equipments s well as fuel li\ubricant for making125/115 mm dia boring etc and cost of transporting rigmachine and other vechile up to site of work including contrctor profit & OH chares as per specification and directtion of Engineer Incharge(basic rate) |
| 252 | Drilling upto 30 M depth below G.L in Rulararea |
| 253 | Drillingbeyond 31 mtr upto 60 mtr below GL in Ruralarea |
| 254 | DW & SD M-1024 Basic rate of 32 mm UPVC pipe 125 mm dia conforming to I.S.I latest revision in 12818/2016 CML No. 5543459 |
| 255 | S/M/L forF/f wire mesh pipe |
| 256 | Add 18% GST |
| 257 | Add 1% Lebour Cess |
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