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Tender For Construction Of E-Library Room In Village Jaitpur, Yea. Wc-06 - Earth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom.Lifts up to 1.50 m including getting out theexcavated soil and disposal of surplus excavated soil as directed with in a lead of 50m. (MOST/A.R./YEIDA) 2 Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20%. (DAR/2.34.1/Based on UPPWD/SOR-2020)) 3 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 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 (DAR/2.35.3.1/Based on UPPWD/SOR-2020)) 4 2.5 cm thick Damp Proof Course with Cement and approved coarse sand 1:1½ with and including water proofing as ordered by the Engineer incharge in the proportion as specified by the manufacturer including supply of all materials, labour, Tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary. (UPPWD/SOR-2020/361) 5 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 6 Cement concrete with 4cmgauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, Labour, Tools&plants etc required for proper completion of the work. 7 B/W with bricks of class 150 in foundation & plinth in CM 1:4 (Based on UP PWD SOR 2020) Cement mortar 1:4 ( 1cement :4Coarse sand) 8 M-150 brick work in 1:4 one cement and four course sand 2.20 F.M. mortar superstructure but for walls of half brick thick including supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a)+310A 9 M-150 brick work in 1:4 one cement and four course sand 2.20 F.M. mortar superstructure but for walls of half brick thick including supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a)+310A 10 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.UPPWD-SOR-2020-DAR-18/6.15/ 11 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level 12 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).All works above plinth level upto floor V level 13 Centringand shutteringincluding strutting, propping etc. andremoval of form for : foundation footings, base of column 14 Centringand shutteringincluding strutting, propping etc. andremoval of form for : lintels, beams, plinth beam, grinder 15 Centringand shutteringincluding strutting, propping etc. andremoval of form for : suspended floors, roofs, landings 16 Columns, Pillars, Piers, Abutments, Posts and Struts. (DAR/5.9.6/Based on UPPWD/SOR-2020)) 17 Edges of slabs and breaks in floors and walls:Under 20 cms wide. (DAR/5.9.16.1/Based on UPPWD/SOR-2020)) 18 Earth work in rough excavation , banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per(A.R. )For all kind of soil. 19 Steel rainforcement for R.C.C. work including straightening, cutting bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more./Cold twisted bars. (DAR/5.22.6/Based on UPPWD/SOR-2020)) 20 12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)BASED on UP PWD SOR 2020 DAR-18/13.4.2 21 6mm cement plaster of mix: 1:3 (1 cement : 3 coarse sand)BASED on UP PWD SOR 2020 DAR-18/13.17 22 15mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)BASED on UP PWD SOR 2020 DAR-18/13.4.2 23 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 base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). 24 Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade 25 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.DAR-18/13.26 26 Painting with synthetic enemel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. 27 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. 110mm dia 28 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. Single tee with door 110x110x110 mm (DAR/12.42.3.2/Based on UPPWD/SOR-2020) 29 Bend 87.5° 110 mm bend (DAR/12.42.5.2/Based on UPPWD/SOR-2020) 30 Shoe (Plain) 110 mm Shoe (DAR/12.42.6.2/Based on UPPWD/SOR-2020) 31 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 (DAR/12.43.2/Based on UPPWD/SOR-2020) 32 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.(DAR/12.44/Based on UPPWD/SOR-2020) 33 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.DAR-18/10.25.2 34 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, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.up pwd sor-2020-DAR 18/17.1.1 35 Providing and fixing wash basin with C.l. 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 required:UPPWD SOR-2020-DAR 17.7.1 36 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.20mm OD pipes. (DAR/18.8.2/Based on UPPWD/SOR-2020) 37 25mm OD pipes. (DAR/18.8.3/Based on UPPWD/SOR-2020) 38 Providing and fixingbrass gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. (DAR/18.17.1/Based on UPPWD/SOR-2020) 39 32 mm nominal bore. (DAR/18.17.2/Based on UPPWD/SOR-2020) 40 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces 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 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm 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 C) After two days of proper curing applying a second coat of cement slurry using 2.75kg! sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-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 Engineer-in-charge including laying glass fibre doth of approved quality in top layer of plaster and finally finishing the surface with trowe’ with neat cement suvr an making pattern ot 300x300 mm square 3mm 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: DAR18/22.7.1 41 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI: 12701 marked with cover and suttable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank DAR 18/ 18.48 42 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.(DAR 2018-4.17)Based on UPPWD SOR/2020 43 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), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600mm (DAR/11.41.2/Based on UPPWD/SOR-2020)) 44 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. (DAR/8.31/Based on UPPWD/SOR-2020)) 45 Providing and fixing brass bib cock of approved quality: 15 mm nominal bore (DAR/18.15.1/Based on UPPWD/SOR-2020)) 46 Providing and fixingbrass gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. (DAR/18.17.1/Based on UPPWD/SOR-2020) 47 Providing and fixing nahani trap 75x100mmincluding all complete. 48 20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand-DAR-18/13.6.1/P-902 49 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: 30mm thick including ISI marked stainless steel butt hinges with necessary screws. (DAR/9.21.2/Based on UPPWD/SOR-2020)) 50 Extra for providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright finished of required size with necessary screws. (Shutter area to be measured). (DAR/9.14/Based on UPPWD/SOR-2020)) 51 Renewing panes of glass in door, window & ventilators or fixing in the new work with 3mm thick glass panes fixed with brads & putty includung supply of all material , labour , tools & plants required for proper completion of workUPPWD SOR 2020/P26/806 52 Prroviding and fixing ISI Mark 3 layer prelaminated particle board conforming to grade 2 type-III of IS-12823/20B laminated with 0.6-0.8 mm thick laminate conforming to IS-2046/1995 and balancing lamination of 0.5 mm thick on the back side (size 700*750*430) including all complete 53 supply of work SB collection office/visitor chain with sheat DXWXH 400*400*450 mm padded with polyurithane foam complete 54 supply wook at site SB collection executive table of 3 layer Prelaminated particle board (wood product) of grade 2 type 2 of IS-12823/latest 1830 mm 950 mm 750mm including all complete 55 Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. DAR-18/2.27 56 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 57 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.(DAR/18.33.1/Based on UPPWD/SOR-2020) 58 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 : (DAR/19.1.1/Based on UPPWD/SOR-2020) 59 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : (DAR/19.2.2/Based on UPPWD/SOR-2020) 60 Providing and fixing square-mouth S.W. gully trap class SP-1 complete withC.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: (DAR/19.4.1/Based on UPPWD/SOR-2020) 61 Providing and fixing Heavy Class SS gratingof approved design including setting in floor with cement motor to match with floor finish as per architect requirement suitable for waster and FT, UT & FD.Size 150 mm X 150 mm 62 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. 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.(DAR/17.73.2/Based on UPPWD/SOR-2020)) 63 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. (DAR/17.31/Based on UPPWD/SOR-2020)) 64 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. (DAR/18.65/Based on UPPWD/SOR-2020)) 65 Providing and fixing chicken wire mesh (murga jali) 24 gauge and 20 mesh at junction of RCC and masonry walls including fixing in position with steel nails of 25 mm in length as approved at required as directed by Engineer-in-charge, scaffolding etc. complete. (AR/YEIDA//Based on UPPWD/SOR-2020))½x24 gauge 66 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.(DAR/9.101.1/Based on UPPWD/SOR-2020))Single rubber stopper 67 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:250x10mm(DAR/9.97.2/Based on UPPWD/SOR-2020)) 68 Providing and fixing aluminium handles,ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete.125 mm (DAR/9.100.1/Based on UPPWD/SOR-2020)) 69 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour.25mm nominal bore, weighing not less than 62 gms. (DAR/18.75.3/Based on UPPWD/SOR-2020)) 70 Providing & Fixing of CP Heavy Duty Bottle Trap 32mm. (Complete complying with relavent standard specification and as directed by the Competent authority.) For Wash basin&Urinal 71 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer UP PWD SOR-2020-DAR-18/10.4 72 Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for Grade-1 material. (MORTH/(AR/YEIDA/Based on UPPWD/SOR-2020) 73 Providing and laying 60mm thick I.S.I. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of Engineer-in-charge with conforming to IS-15658 and IRC:SP:63. (AR/YEIDA/ Based on UPPWD/SOR-2020) 74 Wiring point for light in 1.5 sq. mm. PVCinsulated singlecorecopperconductor cable (inPVCconduit with 1.5sq.mm. FRLSH PVC insulated multistrand copperconductor cable as earth wire drawn inside conduit.)and5 Amp.flush typeswitch& ceiling rose/angle/batten holderfixedwith3mmthickphenolic laminate backalitesheet withbrass machinescrews andcup washers mounted overexisting M.S.switch boardbox/junction boxwith supplyofallmaterial, labour& T&P etc. requiredforproper completion of the work complete in all respect, as directed by Engineer in charge PWD-2018 PS No-174C 75 Supply and Wiring of submains with 2 nos. of 2.5 sq. mm. FRLSH PVC insulated1100 Vgrade multistrand singlecore copper conductorcable in 25mm dia heavy duty (2mm thick) PVC conduitwith2 nos 2.5 sq.mm.FRLSH PVC insulated multistrand copperconductor cable asearth continuity wire drawn in conduit complete in all respect, as directed by Engineer in charge PWD-2018 PS No-261C 76 Supply and fixing of power plug with 20 Amp./250 voltflush type modularswitchand 5 pin 20 A/250 voltflush typeuniversal modular socket switch on concealed M.Sboxincluding supply of allmaterial, labourT&Petc. complete in all respect, as directed by Engineer in charge .PWD-2018 PS No-1139A 77 S&F surface/flush mounting 8 ways SPN distribution board with additional metal door without MCB complete in all respect, as directed by Engineer in charge. PWD-2018 PS -1024A 78 S&F of 6 Amp to 32 Amp. MCB (10 KA) C Curve complete in all respect, as directed by Engineer in charge.PWD-2018PS -1002CAT-A 79 S&F of 40Amp. DP MCB (10 KA) C Curve complete in all respect, as directed by Engineer in charge. PWD-2018 PS No-1010 Cat-A 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. (DAR/10.18/Based on UPPWD/SOR-2020))
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