Tender For Regional Foorest Office Jaipur Territorial In Construction Of Guard Room And Water Tank - Construction of Guard Room 2 B-1/ 1.6Earth work in excavation by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30 cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and all lift upto 1.5m disposed earth to be levelled and neatly dressed. All kind of soil. No. L W H33.54 0.60 0.9026.86 0.600.9022.710.60 0.90 14.15 0.600.90 1 3.540.600.90 3 B-3/3.1.6Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering – all work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.)No. L W H 3 3.540.600.1526.86 0.60 0.152 2.71 0.60 0.1514.150.60 0.1513.54 0.600.15 4 B-6/6.1. 6Random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30cm thick wall in cement mortar 1:6 No. L W H1st footing33.540.60 0.7526.860.60 0.752 2.71 0.600.751 4.15 0.60 0.75 13.540.60 0.752st footing33.540.450.60 2 6.86 0.45 0.60 2 2.71 0.45 0.60 14.150.45 0.6013.540.450.60 5 B-3/3.7.2Providing and laying damp proof course with cement concrete grade M-150 (1:2:4) mortar prepared with 1% solution of water proof compound complete as per specification- 75mm thickNo. L W3 3.540.452 6.86 0.4522.710.451 4.15 0.451 3.54 0.45 6 B-5/5.2.2Brick work with F.P.S. bricks of class designation 75in supwrstructure above plinth level up to floor V level in all shapes and sizes in cement mortar 1:6 No. L W HStairs 26.860.23 3.12 3 3.54 0.23 3.1214.12 0.113.1232.160.30 0.3030.600.30 0.30Deduction Vin20.450.230.45Gate2 0.900.232.10Window1 0.3 0.23 0.30 7 B-4/4.10.2Centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for suspended floors, roofs, landing, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, linte, beam, plinth beam etc. suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed [lates, anchor blocks, sills chajjas lintel, beam, plinth beam etc. No. L W DPC 1 37.450.45 Beam129.14 0.23Roof 1 8.08 4.7612.164.76Coloumn2 1.2 0.92 0.453.35 8 B-4/4.3Providing and laying in position specified grade of cement concrete for RCC structural elements up to floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 and making good the joints and cost of plastizers ( if required) excluding the cost of centering, shuttering and reinforcement for beams, suspended floors, roofs, griders having slopes up to 15 *, landings, balconies, shelves, chhajjas, lintels, bands, plain windows sills, stairrcases and spiral staircases etc. M20 graade nominal mix design No. L W H DPC137.450.45 0.30Beam129.14 0.230.23Roof 1 8.08 4.760.1512.164.760.90Coloumn2 0.60 0.600.902 0.230.23 3.35 9 B-4/4.13.2SProviding and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of vinding wire) all complete up to floor five level.100kg/cum 10 B-15/15.25.2Providing and fixing in CM 1:4 double paitam (rebated) stone door window and ventilator frames of approved quarry :size 125x100 mm.Door 11 B-12/12.3.1Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :25 mm thick.No.LH 26.863.3533.54 3.3514.12 3.353 2.163.35 12 B-1/1.27Supplying and filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand.No.L W HRoom 1 6.863.54 0.5013.54 1.74 0.50 13 B-11/11.26Random rubble dry stone kharanja under floor No.L W HRoom 1 6.863.54 0.5013.54 1.74 0.50 14 B-7/7.22.3providing and fixing 1st quqlity standred white, gray. Ivory, fume red brown, light blue and light shades caramic glazed vitrified tiles with water absortion less than or equal to 0.08% conforming to IS: 15622 in floors, steps etc. laid on a bed of neat cement slurry finished with flush poiniting in the tile complete( excluding the cost of cement plaster on walls and pillerNo.L W Room 1 3.04 3.04Lath Bath Florr 13.32 3.54Varamda 13.542.01 15 B-7/7.22.3Providinf and fixing 1st quality MAT & Glossy finished ceramic tile conforming to IS:13755 and IS:15622colour such as white gray ivory fume red brown light green light blue and other light shades in floors, steps, pillara etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the compete ( including the cost of cement mortar bed 1:4) No.L W LB Wall42.01 2.44 16 B-16/16.18 Providing and fixing to exisiting door frames 24mm thick factory made PVC door shutters made of stiles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2mm+/- 0.2 mm with inbuilt edging on both sides. The stiles and rails mitred and joined at the corners by means of M.S. galvanized/ plastic brackets of size 75x220mm having wall thickness 1.0mm+/- 0.1mm and stainless steel screws. The stiles of the shutter reinforced by inserting galvanized M.S. tube of size 20x20mm and 1mm+/-0.1mm wall thickness. The lock rail made up of H section ,a uPVC hollow section of size 100x24mm and 2mm+/-0.2 mm wall thickness fixed to the shutter stiles by means of plastic/gakvanized M.S.U cleats. The shutter frame fitted with a uPVC multi-shambered single pnnel of size not less than 610mm, having overall thickness fof 20mm and 1mm+/-0.1mm wall thickness . The panels fitted vertically and tie bar at two places by inserting horizontally 6mm galvanized M.S. rod and fsatened with nuts and washers, comlete as per manufactures specifacation and direction of Engineer-in-charge (For W.C.and bathroom door shutters)No LW LB Door2 0.75 2.1 17 B-8/8.4.1.4 Providing and fixing fully panelled/partly panelled/ double leaf shutter frames for doors as per approved design and drawings with approved ordinary C.P./ oxidised steel fittings as per Annexure - A and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200mm width including teak wood beading of size 19mm x 12mm on both faces complete : No LW 1 12.1 18 S-1/1.36.5P&F WVC wash basin (1st quality, I.S.:2556 mark) of approved make with C.I brackets duly painted, 1No. 15mm C.P. piller cock(I.S.:8934 mark) & 32mm C.P. brass waste coupling of approved make, 25mm G.I. waste pipe complete including cutting & making good the wall:size 610mmx510mm 19 S-1/1.13 P & F White Vitreous China Double Syphonic European W.C. (I.S:2556Mark) with mounted W.V.C. flushing cistern of (IS : 2556 Mark) of 10 litre capacity complete with all necessary internal fittings including cutting and making good the wall and floor. 20 S-1/1.14.3 P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete. P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete.Mini stall size 455x385x350mm. 21 S-2/2.1.9 P&F G.I. pipes (inernal Work) with G.I. Fitting excluding union (IS:1239 mark) & MS clamps including cutting and making good the walls and floors: concealed pipe in wall including painting with anticrrosive bitumen paint: 15mm nominal boar 22 S-2/2.3.1 Making connection of G.I. distribution branch with G.I. main including all fitting: up to 25mm dia 23 S-2/2.6.2 P&F Piller cock (IS: 8934 mark) of superior quality and approved make : C.P. piller cock 15mm nominl dia boar 24 S-3/3.5.1 P&F square mouth gully type trap A grade (IS 651-1992 marked) of approved make complete with C.I. grating, frame & cover masonary chamber in C.M. 1:6, 100mm thick C.C.1:5:10 base concrete, 40mm thick C.C.M.-15 grade coping, 12mm thick cement plaster in C.M.1:3 complete as per approved design & type 25 S-3/3.16.3P&F rigid PVC pipe (IS: 4985 mark) classII/ ( 4kg/cm squar approved quality/ make including joining the pipe with solvent cement rubber ring and lubricant.: 110mm dia 26 S-21/2.26.3P&F PVC storage tank ISI marked (IS: 12701) indicatng the BIS licence no.) of approved make with cover, 25mm dia 1M long G.I. over flow pipe& 25cm long wash out pipe with plug & socket, including making connection etc. complete of approved design: 500 liters capacity 27 S-3/3.27.2Construction of septic tank in all types of soil with 40cm thick masonry in cm 1:6, 15 cm thick c.c. bed of 1:5:10 m – 15 grade c.c. flooring & over stone slab covering, 80 mm thick slab jointing of slab in cm 1:3 ralthal, kharanja, 50 mm thick stone partition walls, 20mm thick plaster incm 1:6 finished with neat floating cement, 4 nosC.I.foot rests of approved design, two no. 450 mm dia each ferro cement cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mt. size 230x110x150 cm. (for 20 users) 28 S-12/12.22.1Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete: New plastered surface ( three or more coats) 29 S-12/12.43Painting exterior surface of wall with 100% acrylic exterior paint of approved brand and manufacture to give an even an rven shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect including sacaffolding and safty provision New work 30 S-1/1.47.1P& F Towel Rail or Ring of approved quality/make : 1.47.1 C.P. brass Tower Rail elbow type with concealed screws size 450mm (Heavy duty) 31 S-1/1.47.1P & F Toilet paper5 holder wit rod of approved quality/maek : 1.51.1 C.P. brass 32 S-11.74P&F Looking Mirror 5mm thick of approved make with ornamental frame size 50x12 with 6mm Ply Board on Back Side Complete as per approved sample 33 All electricity ditting with all asseries 34 II. Name of Work :Construction of Water Storage Tank at Govindpura Nursery 35 BSR Item 1.6Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.:All kinds of soilNo.LB D/H14.234.233.55Pillars 6 0.23 0.23 0.90 36 BSR Item 11.26Random rubble dry stone kharanja under floorNo.LB D/H1 4 40.45 37 B-4/4.10.2Centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for suspended floors, roofs, landing, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, linte, beam, plinth beam etc. suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed [lates, anchor blocks, sills chajjas lintel, beam, plinth beam etc. No.LB Tank 1 4 4Coloums60.924Tank Roof 14 4For CC Walls44 3.1 38 B-4/4.4Providing and laying in position specified grade of cement concrete for RCC structural elements up to floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 and making good the joints and cost of plastizers ( if required) excluding the cost of centering, shuttering and reinforcement for beams, suspended floors, roofs, griders having slopes up to 15 *, landings, balconies, shelves, chhajjas, lintels, bands, plain windows sills, stairrcases and spiral staircases etc. M20 graade nominal mix design No.LBD/H Tank 14 4 0.15Coloums60.23 0.233.1Beam at Mid1 16 0.230.23Tank Roof 14 4 0.15For CC Walls44 3.1 0.23 39 B-4/4.13.2Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of vinding wire) all complete up to floor five level. 100 kg per cum
