tender for reconstruction work of kashyap chaupal in village khandrawali - 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 soll and disposal of surplus excavated soil as directed, within a lead of 50 m. as per s.l. no. 2.8.1 page 191.v-1 2 treatment of soll 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 s.i. 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 s.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.i. 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 s.i. no. 5.1.3 page 113, v-1 6 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-11) 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 7 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 8 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.o.r 9 local sand filling in plinth at site as per (s.i. no. 255-a) p.w.d. s.o.r 10 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 11 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-11) 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 12 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-1 13 reinforced cement concrete work in walls (any thickness). including attached pilasters, buttresses, plinth and string courses, fillets columns, pillars, plers, 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) derived from natural sources. 3 graded stone aggregate 20 mrn nominal size derived from natural sources as per s.l. no. 5.2.2 page 113, v-1 14 12mm thick bearing plaster in 1:3 mortar (1 cement: 3 coarse sand) as per s.1. no. 13.9.1 page 217, v-ii 15 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-1 16 steel reinforcement for rc.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. mild steel and medium tensile steel bars as per 5.1. no. 5.22.1 page 118, v-1 17 centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete as per s.1. no. 5.9.1 page 115, v-1 18 centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform as per s.l no. 5.9.3 page 115, v-1 19 centering and shuttering including strutting, propping etc. and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers as per 5.1. no. 5.9.5 page 115, v-1 20 centering and shuttering including strutting, propping etc. and removal of form for columns, pillars, plers, abutments, posts and struts as per 5.1. no. 5.9.6 page 115, v-1 21 s/fixing of 100 mm dia rain water p.v.c pipe(s.i. n.730-a) as per p.w.d. s.o.r. 22 12 mm thick cement plaster of mic 1:6 (1 cement: 6 fine sand) at smooth surface, as per s.i. no. 13.1.2 page 217, v-ii 23 15 mm thick cement plaster of mix: 1:6 (1 cement: 6 fine sand) at rough surface, as per s.1. no. 13.22 page 217, v-ii 24 add for plaster drip course/ groove in plastered surface or moulding to r.c.c. projections as per s.1. no. 5.30 page 119, v-1 25 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 s.1. no. 11.7 page 189, 26 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.00% 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.1. no. 11.41.2 page 194, v-1 27 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.l. no. 11.3.1 page 189, v-1 28 providing and fixing glass strips in joints of terrazo/cement concrete floors. 40 mm wide and 4 mm thick as per s.1. no. 11.13.1 page 190, v-1 29 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 st. no. 13.80 page 223, v-ii 30 distempering with ist 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 5.1. no. 13.41.1 page 220v-11 31 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 32 painting on gs. 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 st. no. 13.53.1 page 221, v-i 33 providing and fixing m.s. tubular frames for doors, windows, ventilators and cupboard with rectangular/ l-type sections, made of 1.60 mm thick m.5. 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. 34 providing and fixiing 1 mm thick ms. sheet door with frame of 40406 mm angle tron 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 ms. angels 40*40*6 mm for diagonal braces as per s.1. no. 10.5.1 page 183, v-1 35 5/fixing fan box at site 36 s/fixing sign board at site. 37 wiring point for light 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, plano type switch &celling rose/halder on 3mm thick phenolic backelite sheet etc. complete inall respect s1 no. 131c 38 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 39 supply and ceiling fan with fan motor of ac permanent insulation, capacitor rating conforming bee 5 star rating and is: 374/79 and also comply with is:1709/1984 with latest amendment. the rated voltage 220/240 volt 501iz, 1-ph ac the fan assemble should consist of down rod blades, shackle canopies etc and with double ball breaing system as per si no 1501(1) 40 wiring point for plug sa 1.5 sqmm fr pvc insulated single core copper conducror cable in pvc conduite pipe concealed in the wallcomplete with 14 swg copper earth continulty wire piano type switch & socket on 3mm thick phenolic backelite sheet etc. complete inall respect sl no, 1340 41 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 si no-1139 42 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. st no-1304c 43 s/f surface mounting 4 way spn distribution board (large laxdc) with addition matel door withot mcb complete with all respect. si no. 10220 cat a 44 s/f of 6amp to 32 amp. mcb(10ka) si no. 1002 cat b 45 s/f 40 amp. isolator(10ka) si no. 1004a cat b 46 supply and fixing hexagonal fan ox with hexagonal side of 80 mm in length (ebricated from 16 swg ms sheet incorporating 10 mm dia ws round bar duly bent for supporting fan hanger duly painted with red oxide and screwing arrangement with wiring conduit laid in the rcc.foof before concreting along with supply of all material labour tap etc. si no. 1149 47 supply and burying of 40mm dia x 4.5 metres long g.i. 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 bswg gi wire in g.l. pipe up to appron (and from appron to switch board the cost of g.l. wire and pipe will be extra) upto switch board, 30cm square c.1. 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 resnects as per drawing s1701 48 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. s1 1413 cat-ama 49 deduct 5% competitive price efficeincy