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| 1 | Earth work in excavation by mechenical means (Hydraulic excavator)/manual means in foundation treanches or drains (not exceeding 1.5 m in width 10 sqm on plan) Including dressing of sides and ramining of bottoms, for all lift Including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. As per Sl. No. 2.8,1 Радо 91, V-1 |
| 2 | Treatment of soil under existing floors using chemica 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: As per SJ. No. 2.35.3 Page 95, V-1 |
| 3 | 1:5:10 (1 cement: 5 fine sand derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) As per 5.1. No. 4.1.11 Page 104, V-1 |
| 4 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in As per S.1. No. 6.2.2 Page 127, V-1 |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:2:4 (1 cement 2 coarse sand (zore-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources As per SL. No. 5.1.3 Page 113, V-1 |
| 6 | 12 MM THICK PLASTER IN 1:4 CEMENT AND C/SAND MOTAR IN PLINTH As per S.I. No. 13.1.1 Page 217, V-II |
| 7 | EARTH WORK FILLING PLINTH WITH CARTAGE EARTH UP TO 3.00 KM AWAY FORM THE SITE AS PER (S.L. NO 253-a+261-b) p.w.d.s.or |
| 8 | LOCAL SAND FILLING IN PLINTH AT SITE AS PER (S.I. NO. 255-a) p.w.d.s.or |
| 9 | Brick work with common burnt clay F.P.S. (nori modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: As per S.I. No. 6.4.2 Page 127, V-1 |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (zone-II) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) As per S.I. No. 5.1.2 Page 113,V-1 |
| 11 | Reinforced cement concrete work in beams, suspended floors, rocfs having slope up to 15\" landings, balconies, shelves, chajjas, lintels, panas, 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) derived from natural sources: 3 graded As per 5.1. No. 5.3 Page 113, V-J |
| 12 | Reinforced cement concrete work in beams, suspended noors, rocts having slope up to 15\" landings, balconies, shelves, chaljas, inteis, panas, plain window zils, staircases and spiral stair cases above plinth level up to floor live level. eacluding the cost of centering, shuttering, Anishing and reinforcement with 1:15:3 (1 cement: 1.5 coarse sand (zone III) derived from natural sources: 3 graded As per SL No. 5.3 Раке 113. У-1 |
| 13 | Providing and fixing M.5. Tubular frames for doors, windows. ventilators and cupboard with rectangular/L-Type sections. made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 14 | Cement concrete pavement with 1:2:4 (1 cement: 2 coarse sand 4 graded stone aggregate 20 mm nominal size). including finishing complete. As per 5.1. No. 117 Page 189, V-1 |
| 15 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in 1:4 Mortar As per SJ. No. 6.2.2 Page 127, V-1 |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medlum Tensile steel bars As per S.1. No. 5.22.1 Page 118, V-1 |
| 17 | S/FIXING OF 100 MM DIA. RAIN WATER P.V.C PIPE (SI. N.730-a) as per p.w.d. S.OR. |
| 18 | 12 mm thick cement plaster of mix: 1:6 (1 cement: 6 fine sand) AT SMOOTH SURFACE, As per S.L. No. 13.1.2 Page 217, V-II |
| 19 | 15 mm thick cement plaster of mix: 1:6 (1 cement: 6 fine sand) AT rough surface, As per SI No. 13.2.2 Page 217, V-II |
| 20 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections As per Sl. No. 5.30 Page 119, V- |
| 21 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections As per S.I. No. 5.30 Page 119, V- |
| 22 | 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 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), jointing with grey cement slurry 3.3 kg/sqm including grouting the Joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm As per S.I. No. 11.41.2 Page 194, V-1 |
| 23 | 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. As per S.I. No. 11.37 Page 193, V-I |
| 24 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. As per S.I. No. 11.3.1 Page 189, |
| 25 | Providing and fixing glass strips in joints of terrazo/cement concrete floors. 40 mm wide and 4 mm thick As per S.I. No. 11.13.1 Page 190, V-1 |
| 26 | 12MM THICK BEARING PLASTER IN 1:3 MORTAR (1 cement 3 coaran sand) As per St. No 139.1 Page 217, V- |
| 27 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings. balcontes and access platform As per S1. No. 5.9.3 Page 115. |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers As per SL. No. 5.9.5 Page 115, V-I |
| 29 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40*40*6 mm angle iron arid 3 mm M.S. gusset plates at the Junctions and corners, all necessary fittings complete, Including applying a priming coat of approved steel primer. Using M.S. angels 40*40*6 mm for diagonal braces As per |
| 30 | S.I. No. 10.5.1 Page 183, V-1 S/FIXING W.C, SHEET (SINO. 2112) as per P.W.D. Sor. |
| 31 | S/FIXING P.V.C WATER TANK (SI. NO. 21.12) as per P.W.D. Sor |
| 32 | S/FIXING BRASS BIB COCK 15 MM (SI. NO. 21.05-a) as per P.W.D. Sor. |
| 33 | P/FIXING 110 MM DIA P.V.C PIPE (S.I. NO. 30-a) as per P.W.D. Sor |
| 34 | P/FIXING 15 MM DIA GI PIPE (SI. NO.21-b-14-a) as per P.W.D. Sor. |
| 35 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete As per 5.1. No. 13.80 Page 223, V-II |
| 36 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour: New work (two or more coats) over and Including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre As per S.I. No. 13.41.1 Page 220, V-II |
| 37 | Finishing walls with water proofing cement paint of required shade: New work (Two or more coats applied 3.84 kg/10 sqm) As per S.1. No. 13.44,1 Page 220, V-II |
| 38 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution As per S.I. No. 13.53.1 Page 221, V-II |
| 39 | Supply and fixing hexagonal Fan box with hexagonal side of 80 mm in length febriated from 10 SWG MS sheet uncorporating 10 mm dia WS round her duly bent for supporting fan hanger duly painted with red oxide and screwing arrangement with wiring conduit laid in the RC.C.foof before coner sting along with supply of all matartal labour TAP etc. No. 1149 |
| 40 | Wiring point for light 1.5 Sqmm PR PVC Insulated single core copper conductor cable in PVC conduite pipe omicaaled in the walicomplete with 14 SWG copper earth continuity wire plano type switch &ceiling rose/holder on amum thick phenolic backelite sheet etc, complete inall respect SI No. 131c |
| 41 | Wiring point for fan/Fresh airfan 1.5 Sqmm PR PVC insulated single core copper conducror cable in PVC conduite pipe concealed in the wallcomplete with 14 SWG copper earth continuity wire piano type switch Acelling rose/holder on 3mm thick phenotic backelite sheet etc. complete Inall respect No. 133c |
| 42 | Wiring point for Plug 5A 1.5 Sqmm FR PVC Insulated single core copper conducror cable in PVC conduite pipe concealed in the wallcomplete with 14 SWG copper earth continuity wire,plano type switch & socket on 3mm thick phenolic backelite sheet etc. complete inall respect Sl No. 134C |
| 43 | Supply & wiring of sub main with three nose 2.5 Sqmm. FR PVC Insulated 1100 V multistrand single core copper conductor cable in 20mm dia PVC conduite pipe concealed in wall with as earth earth continuity wire. SI No-1304C |
| 44 | S/F of 6Amp to 32 amp. MCB(10KA) SI No. 1002 CAT B as per P.W.D. S.o.r. |
| 45 | Supply & Fixing of electronic fan regulator 120-280 V ISI marked on the existing switch board including making connections, required material labour T&P etc. SI No.-1203 A |
| 46 | Supply/Fixing of Power Plug 15Amp./250V flush type switch and 5 pin 15 Amp/250V flush type univarsal socket in situable MS box 175x100x50 mm size with phenolic laminated backlite sheet cover 3mm thick fixed with brass machine screw Sl No-1139 |
| 47 | S/F surface mounting 4 way SPN distribution board (large laxic) with addition matel door withot MDB complete with all respect. Sl No. 1022C CAT A |
| 48 | Supply and burying of 40mm dia x 4.5 metres long G.L. Pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No. 6 to 8SWG GI wire in G.I. Pipe up to appron (and from appron to switch board the cost of G.I. wire and pipe will be extra) upto switch board, 30cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing, SI 701 |
| 49 | Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect, SI 1413 CAT-AAA |
| 50 | S/F 40 amp. Isolator(10KA) SI-No. 1104A |
| 51 | S/FIXING SIGN BOARD AT SITE. |
| 52 | Less 5% for competitive price efficeincy Please Enable Macros to View BoQ information |
