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| 1 | Part-A: Tube well (02 Nos) |
| 2 | Transportation of Rig Machine |
| 3 | Carriage of rig machine from Delhi to site work (AR) |
| 4 | Carriage of rig machine T&P from truck (AR) |
| 5 | Loading and unloading of T&P (AR) |
| 6 | Transportation of Tubewell Assembly Carriage of tubewell assembly housing pipe, plain pipe, tubewell accessories etc. from Delhi to site of work (AR) |
| 7 | Loading and unloading of Tubewell assembly i.e. heavy loads (AR) |
| 8 | Drilling: |
| 9 | Drilling of pilot bore by 200/250 mm dia R.R. bit upto required depth 240 MBGL & remaining of bore of size 675 mm dia upto 65 MBGL & 500 mm dia from 65 MBGL with RR bit & dismantling of rig machine |
| 10 | Levelling and dressing of site |
| 11 | Installation of rig machine with camp equipage on site(AR) |
| 12 | Dismantling of rig machine (1/2 of installation) (AR) |
| 13 | Digging of 15x7x1 Cum size pit for water & mud circulation for drill (AR) |
| 14 | Water arrangement for drilling & to maintain the tubewell bore upto lowering to tubewell. |
| 15 | Drilling of 675 mm dia bore GL to 65 mm BGL (AR) |
| 16 | Drilling of 625 mm dia bore 65 to 80 mm BGL (AR) |
| 17 | Drilling of 625 mm dia bore 80 to 120 mm BGL (AR) |
| 18 | Drilling of 625 mm dia bore 120 to 160 mm BGL (AR) |
| 19 | Drilling of 625 mm dia bore 160 to 200mm BGL (AR) |
| 20 | Drilling of 625 mm dia bore 200 to 240 mm BGL (AR) |
| 21 | Electric logging of pilot bore with resistivity survey (AR) |
| 22 | Lowering of tubewell assembly |
| 23 | Lowering of 350x200mm dia MSERW tubewell assembly pipe upto 220M BGL including filling of pea-gravel in between the annular space of pipe & bore. (AR) |
| 24 | 350mm dia housing pipe upto 0-60 M |
| 25 | 200mm dia Blind/Sloted pipe 60-80M |
| 26 | 200mm dia Blind/Sloted pipe 80-120M |
| 27 | 200mm dia Blind/Sloted pipe 120-160M |
| 28 | 200mm dia Blind/Sloted pipe 160-200M |
| 29 | Tubewell Assembly 350 mm dia MSERW housing pipe Jindal/Surya/Tata make 7.1 mm thick. (AR) |
| 30 | 350 mm dia MSERW housing pipe Jindal/Surya/Tata make 7mm thick. (AR) |
| 31 | 200 mm dia MSERW housing pipe Jindal/Surya/Tata make 7mm thick. (AR) |
| 32 | 200mm dia ID/OD SS-304 grade Johnson stainless steel screen 8mm thick having 0.75mm width slots (AR) |
| 33 | 350x200 mm M.S. reducers/with 12mm thick MS plate (AR) |
| 34 | 350mm dia well cap with 12mm thick MS plate (AR) |
| 35 | 350mm dia M.S. ring with 12mm thick MS plate (AR) |
| 36 | 350mm dia M.S. clamp with 12mm thick MS plate (AR) |
| 37 | 200mm dia M.S. ring with 12mm thick MS plate (AR) |
| 38 | 200mm dia bell plug with 12mm thick MS plate (AR) |
| 39 | 200mm dia centre guide with 12mm thick MS plate (AR) |
| 40 | Girder for tubewell assembly support (M.S. Fabricated) |
| 41 | Pea Gravel |
| 42 | 1.6 mm to 4.8 mm Lal-Qua/ Chandigarh pea gravel screened and washed with stacking (Market Rate) |
| 43 | Transportation of Air Compressor & T&P |
| 44 | Carriage of Air compressor by breakdown service from Delhi to site work (AR) |
| 45 | Carriage of Air compressor & T&P (AR) |
| 46 | Loading and unloading of T&P (AR) |
| 47 | Development of tubewell assembly by 600/350 PSI air Compressor |
| 48 | Erection of 400 PSI Air compressor & camp equipage (AR) |
| 49 | Development of T/W by 600 PSI air compressor (AR) |
| 50 | After completion of work dismantling of compressor with T&P (AR) |
| 51 | Transportation of O.P. Unit & T&P |
| 52 | Carriage of O.P. unit by break down service etc. from Delhi to site work (AR) |
| 53 | Carriage of O.P. unit T&P from Delhi to site work (AR) |
| 54 | Loading and unloading of T&P (AR) |
| 55 | Development of tubewell by submersible pump & D.G. Set |
| 56 | Erection of O.P. & camp equipage (AR) |
| 57 | Development of tubewell (AR) |
| 58 | After completion of work dismantling of O.P. Unit (AR) |
| 59 | Yield test of tubewell by O.P. unit & testing of water for chemical & bacteriological test (AR) |
| 60 | Part-B: Submersible Pumping Plant |
| 61 | Pumping plant |
| 62 | K.S.B. make submersible pump set, capacity 1500 Lmp at 54m delivery head (AR) |
| 63 | Cost of dust and vermin proof cubical panel board including all necessary arrangement and power wiring and double earthing material as per T&P including submersible pump, controller (MU-G50 FASD) with mobile starter and incomer MCCB 100 Amp motor duty type (AR) |
| 64 | Main piping & valve for tubewell |
| 65 | Under this the following items will be supplied:27 Mtr. 150mmk MSERW 8mm thick double flanged column pipe in 3 Mtrs length1 No 150 mm C.I.D.F. bend1 No 150mmk C.I.D.F. Reflex valve (Kirloskar/IVC make)2 Nos 150mmk C.I.D.F. Sluice valve (Kirloskar/IVC make)1 No 150 mm C.I.AF Tee1 pair column pipe clamp1 Set rubber packing & necessary nut bolts2 Nos 150mm M.S.D.F. pipe in length of 1.5M1 No 150mm M.S.D.F. pipe in length of 1.0 M (AR) |
| 66 | 18 mtr 150mm MSERW double flangged column pipe on 3 mtr length (extra) as per Jal Nigam (for water level) |
| 67 | Gauges |
| 68 | Under this the following items will be supplied: a)1No. Pressure items will be supplied b)1 no. depth gauge of suitable range in kg/cm c)1 no. Control cock d) 40 mtrs length of airline with all accessories e) hand air pump |
| 69 | Special tools |
| 70 | Under this the following items will be supplied:2 Nos 350 mm size pipe wrinch1 Set D.E. Spenner1 Nos. screw drivers 150mm C.I.D.F. Reflex valve1 No. Hammer with handle |
| 71 | Rubber resistance sheet size 1m x 2m x 25mm thick (AR) |
| 72 | Chlorination plant electronic with all accessories. |
| 73 | Providing and fixing of 200 Amp Tpic switches fuse unit with HRC fuses with board in place of rewirable kit kat (AR) |
| 74 | Providing and fixing of following: |
| 75 | Supplying and laying of (2x10 Sqm x 3 core) flat cable (AR) |
| 76 | Earth material complete like earth electrode, earth plate, flat earth stripe etc. complete in all respect. (AR) |
| 77 | Painting of pumping plant & other accessories (AR) |
| 78 | Erection of plant (AR) |
| 79 | Testing of pumping plant (AR) |
| 80 | Watch and ward during the period of installation |
| 81 | Local Cartage @ 2 % on Supply items no.-12.02 to 20.02 tools |
| 82 | Part-C: Pump House: |
| 83 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30M and including filling watering and ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30M from the foundation trenches. (UPPWD/SOR-2020/251(b)) |
| 84 | Depth from 0.0 to 1.5 M below G.L. |
| 85 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DAR/2.27/Based on UPPWD/SOR-2020) |
| 86 | Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (UPPWD/SOR-2020/281) |
| 87 | M-150 brick work in 1:4 one cement and four course sand 2.20 F.M. mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a) |
| 88 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) (DAR/4.10/Based on UPPWD/SOR-2020) |
| 89 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg 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. (DAR/4.13/Based on UPPWD/SOR-2020) |
| 90 | M-150 brick work in 1:6 one cement and four coarse sand 2.20 F.M. mortar including supply of all material, labour, T&P etc. required for proper completion of the work. But in superstructure including necessary Cutting & moulding of brick as required thickness of walls not to be less than 1½ brick. Add extra labour to above items. (UPPWD/SOR-2020/309) |
| 91 | Half brick masonry with bricks of class designation 150 in foundation and plinth in: |
| 92 | Cement mortar 1:4 (1 cement : 4 coarse sand). (DAR/6.12.2/Based on UPPWD/SOR-2020) |
| 93 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 94 | Suspended floors, roofs, landings, balconies and access platform (DAR/5.9.3/Based on UPPWD/SOR-2020) |
| 95 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DAR/5.9.5/Based on UPPWD/SOR-2020) |
| 96 | 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. (DAR/5.33.2/Based on UPPWD/SOR-2020) |
| 97 | Steel reinforcement 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) |
| 98 | 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). |
| 99 | 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). (DAR/10.11.1/Based on UPPWD/SOR-2020)) |
| 100 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. |
| 101 | Using M.S. angles 40x40x6 mm for diagonal braces. (DAR/10.5.1/Based on UPPWD/SOR-2020)) |
| 102 | 15mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement : 4 coarse sand) (DAR/13.5.2/Based on UPPWD/SOR-2020) |
| 103 | 6mm cement plaster of mix: 1:3 (1 cement : 3 fine sand) (DAR/13.16.1/Based on UPPWD/SOR-2020) |
| 104 | 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. |
| 105 | 40 mm thick with 20 mm nominal size stone aggregate. (DAR/11.3.1/Based on UPPWD/SOR-2020) |
| 106 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. |
| 107 | 18mm thick. (DAR/11.6.1/Based on UPPWD/SOR-2020) |
| 108 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. (DSR-(DAR/11.13.1/Based on UPPWD/SOR-2020) |
| 109 | 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: |
| 110 | (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 300 mm height including cleaning the surface before treatment. |
| 111 | (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm 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. |
| 112 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge. |
| 113 | (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 Engineerin-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. |
| 114 | (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 : |
| 115 | With average thickness of 120mm and minimum thickness at khurra as 65mm. ((DAR/22.7.1/Based on UPPWD/SOR-2020) |
| 116 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.(DAR/12.22/Based on UPPWD/SOR-2020) |
| 117 | White washing with lime to give an even shade :New work (three or more coats)(UPPWD/SOR-2020/305(a) |
| 118 | 12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DAR/13.4.2/Based on UPPWD/SOR-2020) |
| 119 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. (DAR/13.61.1/Based on UPPWD/SOR-2020) |
| 120 | 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 and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.(DAR/4.17/Based on UPPWD/SOR-2020) |
| 121 | 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. |
| 122 | 110mm diameter (DAR/12.42.5.2/Based on UPPWD/SOR-2020) |
| 123 | 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. |
| 124 | Bend 87.50 : 110 mm bend (DAR/12.42.5.2/Based on UPPWD/SOR-2020) |
| 125 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : |
| 126 | For 100mm dia pipe (DAR/17.37.1/Based on UPPWD/SOR-2020) |
| 127 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm 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 depression as per MORTH. (A.R./YEIDA) All kinds of soil. |
| 128 | Lead upto 5.0Km |
| 129 | Dry brick on edge flooring in required pattern with bricks of class designation 150 on a bed of earth including filling compressed, with M-150 bricks. (DAR/11.2/Based on UPPWD/SOR-2020) |
| 130 | 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. (A.R.) |
| 131 | Providing and fixing of MS Girder of size 275x75 mm for lifting tackle above the roof of pump house (AR) |
| 132 | Part-D: Raising main |
| 133 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30M and including filling watering and ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30M from the foundation trenches. (UPPWD/SOR-2020/251(b)) |
| 134 | Depth from 0.0 to 1.5 M below G.L. |
| 135 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : |
| 136 | 150 mm dia Ductile Iron Class K-9 pipes (DAR/18.72.18/Based on UPPWD/SOR-2020) |
| 137 | 300 mm dia Ductile Iron Class K-9 pipes (DAR/18.72.19/Based on UPPWD/SOR-2020) |
| 138 | Providing and laying flanged C.I standerds specials such as (tees, bends, collers, tappers, caps etc) and suitable for flanged jointing as per 1538 supply of DI, CI, MS specials such as (bends, gaps, pieces, tappers, tees etc) (10% Amount of the item No. 58.02 & 58.03)(DAR/18.68.1/Based on UPPWD/SOR-2020) |
| 139 | Providing and fixing C.I. sluice valve (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): |
| 140 | 150 mm diameter: Class-II (DAR/18.66.1/Based on UPPWD/SOR-2020) |
| 141 | 300 mm diameter: Class-II (DAR/18.68.1/Based on UPPWD/SOR-2020) |
| 142 | Providing and fixing C.l. double acting air valve/ Sluice Valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) |
| 143 | 200mm diameter: /Based on UPPWD/SOR-2020) |
| 144 | Constructing masonry Chamber 60x60x75 cm, inside with 150 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design: |
| 145 | With bricks of class designation-150DAR/18.35.1/Based on UPPWD/SOR-2020) |
| 146 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for mass concrete. DAR/ 5.9.1/ Based on UPPWD SOR 2020 |
| 147 | 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 All work up to Plinth level. DAR/ 5.33.1/ Based on UPPWD SOR 2020 |
| 148 | Steel reinforcement 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) |
| 149 | Part-E: UGR Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30M and including filling watering and ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30M from the foundation trenches. (UPPWD/SOR-2020/251(b) Depth from 0.0 to 1.5 M below G.L. |
| 150 | Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (UPPWD/SOR-2020/281) |
| 151 | Item Code : SOR Based on DAR-18/5.33.1Providing 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 admixture 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 |
| 152 | Centring and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns etc.for mass concrete. |
| 153 | Centring and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.(DAR/5.9.16.2/Based on UPPWD/SOR-2020) |
| 154 | Centring and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform(DAR/5.9.3/Based on UPPWD/SOR-2020) |
| 155 | Centring and shuttering including strutting, propping etc. and removal of form for : Columns,Pillars, Piers, Abutments, Posts and Struts |
| 156 | Steel reinforcement 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) |
| 157 | Add for using extra cement in the items of design mix over and above the specified cement content there in 1.25 Qtl per Cum (DAR/5.35/Based on UPPWD/SOR-2020) |
| 158 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). (DAR/5.23/Based on UPPWD/SOR-2020) |
| 159 | Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers) with cement mortar 1:2 (1 cement: 2 coarse sand) including a floating coat of neat cement nrd protecting the surface with a layer of 7.5 cm of earth laid over 15 mm of fine sand in case of suspended floor and bricks laid in mud mortar in case of landings and steps including subsequent removal and cleaning of the same. (DAR/5.24/Based on UPPWD/SOR-2020) |
| 160 | M-150 brick work in 1:4 cement & Coarse sand mortar in foundation and plinth including supply of all materials labour complection of the work UPPWD SOR 303 |
| 161 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters. 80x1 .25mm M.S. laths with 1.25 mm thick top cover. (DAR/10.6.1/Based on UPPWD/SOR-2020) |
| 162 | Providing and fixing ball bearing for rolling shutters. (DAR/10.7/Based on UPPWD/SOR-2020) |
| 163 | Structural steel work in single section fixed with or without connecting plate including applying a priming coat of (DAR/10.1/Based on UPPWD/SOR-2020) |
| 164 | 62 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. Hardening compound is mixed @ 2 litre per 50kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.(DAR/11.5/Based on UPPWD/SOR-2020) |
| 165 | Cement plaster skirting (up to 30 cm height) with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 18mm thick. (DAR/11.6.1/Based on UPPWD/SOR-2020) |
| 166 | 15 mm cement plaster of mix : 1:6 (1 cement: 6 Coarse sand) (DAR 2018-13.14.2)Based on UPPWD SOR/2020 |
| 167 | Finishing walls with water proofing cement paint of required shade: New work (Two or more coats applied 3.84 kg/b sqm). Based on UPPWD SOR DSR-2018/13.44.1 |
| 168 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DAR/19.16/Based on UPPWD/SOR-2020) |
| 169 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: i)1st course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. ii) llnd course of 20mm cement plaster 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. iii) IlIrd course of applying blown or residual bitumen applied hot at 1.7 Kg. per sqm of area. iv) lVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.) |
| 170 | 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:(DAR/22.7.1/Based on UPPWD/SOR-2020) |
| 171 | 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 meter (DAR/12.41.2/Based on UPPWD/SOR-2020) |
| 172 | Providing and fixing on wall face uriplasticised - 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. Coupler : 110mm dia (DAR/12.42.1.2/Based on UPPWD/SOR-2020) |
| 173 | Providing and fixing on wall face uriplasticised - 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) |
| 174 | Providing and fixing on wall face uriplasticised - 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. 110mm Shoe (DAR/12.42.6.2/Based on UPPWD/SOR-2020) |
| 175 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet lmxlmx400micron, finished with 12mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. (DAR/12.22/Based on UPPWD/SOR-2020) |
| 176 | Manhole Cover Circular shape 560 mm dia precast R.C.C. manhole cover with frame - H.D. - 20 |
| 177 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329: 300 mm dia Ductile Iron Class K-7 (DAR/18.72.5/Based on UPPWD/SOR-2020) |
| 178 | Extra for laying reinforced cement concrete in or under water and/ or liquid mud including cost of pumping or bailing out water and removing slush etc., complete. (DAR/5.31/Based on UPPWD/SOR-2020) |
| 179 | Extra for laying reinforced cement concrete in or under foul positions. (DAR/5.32/Based on UPPWD/SOR-2020) |
| 180 | Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge. (DAR/20.29 /Based on UPPWD/SOR-2020) |
| 181 | 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 (/Based on UPPWD/SOR-2020) |
| 182 | Providing and laying Ceramic glazed floor tiles of required size (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.(DAR/11.37/Based on UPPWD/ SOR-2020) 300x300 |
| 183 | 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) (/Based on UPPWD/SOR-2020) Please Enable Macros to View BoQ information |
