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Repair and maintenance of civil works for Terminal Buildings (New and Old), other buildings and Operational area i/c grass cutting at New and Old Airports of Civil Enclave Chakeri, Kanpur for year 2026-27
Various Sanitary repair work at Different Bengalow under PWD Civil Line I. Jaipur
Providing and Applying ACRYLIC emulsion polymer waterproofing chemical coating, on over roof on over roof slabs/terrace/balconies/parapet wall etc.with following method/specification: Paint the surface with regular paint brush so as to obtain approximately 0.3mm thickness coating. apply the 2nd coat next day at right angles to the 1st coat so that total thickness of the coating should be approximately 0.6mm coverage by using above formulation will be 40 ft2/ litre of chemical. painted surface does not require any external water curing since chemical will hold sufficient water for curing.After the primer coat Apply 2 coats of modified acrylic emulsion polymer water proofing compound having solar heat reduction properties coating @ 0.330 KG/SQM on the surface of the interval of 3-4 hours. Undulation on the surface is repair before the waterproofing work.
Various civil construction works pertaining to feeder bays, augmentation of X-mer, addl. X-mer etc. and civil R and M works at various Substation yard and control room under EHT-Construction Division Ujjain.
1000557, NOSR Payment of fixed additional charges for Mobilization of men, materials, T&P etc. due to change in location of work from one substation/premises to another substation/premises after 1st sub order for each separate sub-order (s) under the scope of same contract of civil works shall be payable as per following conditions: -(i) Applicable only after 1st sub work order and only on change in work location from one substation/premises to another substation or any other MPPTCL’s premises situated at a distance of more than 3.00 Kms. for execution of work under the same main contract. (Nearest motorable road distance shall be considered for this purpose) (ii) The distance as mentioned in point no. – (i) shall be considered from the nearest current location of ongoing work (where the work shall be in progress by the contractor at the time of placing new sub-order irrespective of scheduled completion period given for that work) under the scope of same contract. (iii) Not applicable for the balance work (when the sub order of any civil work is placed in two or more parts) of dusting, metaling etc. on the same feeder bay work for which the work of foundation etc. has been executed previously under the scope of same contract.(iv) The rates are inclusive of cost of transportation of labour, material, T&P etc. and cost of all respective works in all respect up to any distance in the area of jurisdiction of main work order for the contract and also in nearby areas as per necessity i/c all applicable taxes (except GST) etc. all complete, as per terms and conditions of order and as per direction of Engineer – In – Charge.(Base Rate: - Rs. 10,000/- per shifting) Note:- This payment of fixed additional charges for changing of work location shall be payable only when work will be executed in accordance with location wise priority fixed by the Engineer-In-Charge (if any) and only on successful completion of work in all respect as per scope of work in the sub-order for which said additional charges are to be payable.
Various civil construction works pertaining to feeder bays, augmentation of X-mer, addl. X-mer etc. and civil R and M works at various Substation yard and control room under EHT-Construction Division Balaghat.
1000557, NOSR Payment of fixed additional charges for Mobilization of men, materials, T&P etc. due to change in location of work from one substation/premises to another substation/premises after 1st sub order for each separate sub-order (s) under the scope of same contract of civil works shall be payable as per following conditions: -(i) Applicable only after 1st sub work order and only on change in work location from one substation/premises to another substation or any other MPPTCL’s premises situated at a distance of more than 3.00 Kms. for execution of work under the same main contract. (Nearest motorable road distance shall be considered for this purpose) (ii) The distance as mentioned in point no. – (i) shall be considered from the nearest current location of ongoing work (where the work shall be in progress by the contractor at the time of placing new sub-order irrespective of scheduled completion period given for that work) under the scope of same contract. (iii) Not applicable for the balance work (when the sub order of any civil work is placed in two or more parts) of dusting, metaling etc. on the same feeder bay work for which the work of foundation etc. has been executed previously under the scope of same contract.(iv) The rates are inclusive of cost of transportation of labour, material, T&P etc. and cost of all respective works in all respect up to any distance in the area of jurisdiction of main work order for the contract and also in nearby areas as per necessity i/c all applicable taxes (except GST) etc. all complete, as per terms and conditions of order and as per direction of Engineer – In – Charge.(Base Rate: - Rs. 10,000/- per shifting) Note:- This payment of fixed additional charges for changing of work location shall be payable only when work will be executed in accordance with location wise priority fixed by the Engineer-In-Charge (if any) and only on successful completion of work in all respect as per scope of work in the sub-order for which said additional charges are to be payable.
Repairs
Providing emergency Civil repair works to Dialysis, RO Plants, Fixing of Hangers near Library & ODC, Granite Cladding at Admin, Entrance Painting to chain link fencing CC pavement near Cal Lab & Admin Building, Pipe line work in BC Roy Block at BMCRC, Ballari
Composite work (Civil, Electrical General & OHE works) for construction of Chamarajanagar (CMNR station yard remodeling and provision of Additional loopline at Hose Agrahara (HAH) station at CH:48655.
design and pattern. 17.0 SANITARY INSTALLATIONS 17.1S General Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually 17.1 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: 17.1.1 White Vitreous china Orissa pattern Each 4 6767.4 27069.6 121 W.C. pan of size 580x440 mm with integral type foot rests Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually 17.2 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 : 17.2.1 W.C. pan with ISI marked white Each 7 6515.55 45608.85 122 solid plastic seat and lid Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow 17.3 arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.3.1 W.C. pan with ISI marked white Each 4 8006.6 32026.4 123 solid plastic seat and lid Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic 17.4 flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.4.2 Range of two urinal basins with 5 Each 3 9612.4 28837.2 124 litre white P.V.C. automatic flushing cistern SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass 17.7 waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.4 White Vitreous China Flat back Each 9 1879.2 16912.8 125 wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 17.16A Providing and fixing 8 mm dia C.P. Each 11 349.15 3840.65 / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular 126 plate to European type W.C. of quality and make as approved by Engineer - in - charge. 17.22 Providing and fixing G.I. inlet Each 9 142.85 1285.65 127 connection for flush pipe connecting with W.C. pan. 17.22A Providing and fixing CP Brass Each 8 1034.8 8278.4 32mm size Bottle Trap of approved 128 quality & make and as per the direction of Engineer-in-charge. Providing and fixing P.V.C. waste pipe for sink or wash basin 17.28 including P.V.C. waste fittings complete. 17.28.2 Flexible pipe 129 17.28.2.1 32 mm dia Each 11 119.55 1315.05 17.29 Providing and fixing 100 mm sand Each 13 53.25 692.25 130 cast Iron grating for gully trap. Providing and fixing mirror of superior glass (of approved quality) and of required shape and size 17.32 with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 17.32.3 Oval shape 450x350 mm (outer Each 7 1377.1 9639.7 131 dimensions) 132 17.32.4 Rectangular shape 1500x450 mm Each 3 2093 6279 Providing and fixing toilet paper 17.34 holder : 133 17.34.1 C.P. brass Each 11 803.7 8840.7 Providing and fixing soil, waste and 17.35 vent pipes : 17.35.1 100 mm dia 17.35.1.1 Sand cast iron S&S pipe as per IS: Metre 400 1151.9 460760 134 1729 17.35.2 75 mm diameter : 17.35.2.1 Sand cast iron S&S pipe as per IS: Metre 30 1044.75 31342.5 135 1729 Providing and fixing bend of required degree with access door, 17.38 insertion rubber washer 3 mm thick, bolts and nuts complete. 17.38.1 100 mm dia 136 17.38.1.1 Sand cast iron S&S as per IS - 1729 Each 15 598.5 8977.5 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or 17.60 without vent arm complete, including cost of cutting and making good the walls and floors : 17.60.1 100 mm inlet and 100 mm outlet 137 17.60.1.2 Sand Cast Iron S&S as per IS: 1729 Each 2 1683.55 3367.1 SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY 17.60.2 100 mm inlet and 75 mm outlet 138 17.60.2.2 Sand Cast Iron S&S as per IS- 1729 Each 5 1558.35 7791.75 Providing and fixing PTMT Waste 17.69 Coupling for wash basin and sink, of approved quality and colour. 17.69.2 Waste coupling 38 mm dia of 83 Each 14 122.4 1713.6 139 mm length and 77mm breadth, weighing not less than 60 gms 17.71 Providing and fixing PTMT liquid Each 3 168.35 505.05 soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with 140 bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass 17.73 screws with concealed fittings arrangement of approved quality and colour. 17.73.2 600 mm long towel rail with total Each 6 708.95 4253.7 length of 645 mm, width 78 mm 141 and effective height of 88 mm, weighing not less than 190 gms. 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings 18.8 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. Concealed work, including cutting chases and making good the walls etc. 142 18.8.2 20 mm nominal dia Pipes Metre 140 537.6 75264 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded 18.9 fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 143 18.9.2 20 mm nominal dia Pipes Metre 260 274.3 71318 144 18.9.3 25 mm nominal dia Pipes Metre 20 355.4 7108 145 18.9.5 40 mm nominal dia Pipes Metre 14 563.05 7882.7 146 18.9.6 50 mm nominal dia Pipes Metre 810 794.25 643342.5 147 18.9.9 100 mm nominal dia Pipes Metre 16 3271.7 52347.2 148 18.9.10 150 mm nominal dia Pipes Metre 10 6822.7 68227 SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Providing and fixing G.I. pipes complete with G.I. fittings including 18.12 trenching and refilling etc. External work 149 18.12.3 25 mm dia nominal bore Metre 1200 467.75 561300 150 18.12.5 40 mm dia nominal bore Metre 400 617.05 246820 151 18.12.6 50 mm dia nominal bore Metre 1200 762.15 914580 152 18.12.8 80 mm dia nominal bore Metre 200 1041.7 208340 18.15S BRASS FITTINGS Providing and fixing brass bib cock 18.15 of approved quality : 153 18.15.1 15 mm nominal bore Each 4 353.25 1413 154 18.15.2 20 mm nominal bore Each 21 379.2 7963.2 Providing and fixing brass stop 18.16 cock of approved quality : 155 18.16.2 20 mm nominal bore Each 30 379.2 11376 Providing and fixing gun metal 18.17 gate valve with C.I. wheel of approved quality (screwed end) : 156 18.17.1A 20 mm nominal bore Each 8 539.95 4319.6 157 18.17.4 50 mm nominal bore Each 8 1026.65 8213.2 158 18.17.6 80 mm nominal bore Each 4 2604.55 10418.2 Providing and fixing ball valve (brass) of approved quality, High 18.18 or low pressure, with plastic floats complete : 159 18.18.2 20 mm nominal bore Each 6 462.5 2775 160 18.18.3 25 mm nominal bore Each 1 464.05 464.05 Providing and fixing gun metal 18.19 non- return valve of approved quality (screwed end) : 18.19.6 80 mm nominal bore 161 18.19.6.1 Horizontal Each 2 3664.75 7329.5 162 18.19.6.2 Vertical Each 2 3855.4 7710.8 C.I. SLUICE VALVES/ FIRE 18.31S HYDRANTS & FIXTURES Providing and fixing G.I. Union in G.I. pipe including cutting and 18.46 threading the pipe and making long screws etc. complete (New work) : 163 18.46.2 20 mm nominal bore Each 2 346.8 693.6 164 18.46.3 25 mm nominal bore Each 2 439.25 878.5 165 18.46.8 80 mm nominal bore Each 4 1207.95 4831.8 18.48 Providing and placing on terrace Per Litre 8000 11 88000 (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable 166 locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass long body bib cock of approved quality 18.51 conforming to IS standards and weighing not less than 690 gms. 167 18.51.1 15 mm nominal bore Each 8 798.95 6391.6 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar 19.1 in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 168 19.1.2 150 mm diameter Metre 72 695.8 50097.6 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover 19.4 with frame of 300 x 300 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: 19.4.1 100x100 mm size P type 19.4.1.1 With common burnt clay F.P.S. Each 10 2707.65 27076.5 169 (non modular) bricks of class designation 7.5 Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 19.9 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 19.9.1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : 19.9.1.1 With common burnt clay F.P.S. Each 2 12725 25450 170 (non modular) bricks of class designation 7.5 21.0 ALUMINIUM WORK 21.1S General SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ 21.1 neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.1 Anodised aluminium (anodised Kg 60 495.05 29703 transparent or dyed to required 171 shade according to IS: 1868, Minimum anodic coating of grade AC 15) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings 21.1.2 wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised Kg 77 598.6 46092.2 transparent or dyed to required 172 shade according to IS: 1868, Minimum anodic coating of grade AC 15) Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in 21.2 panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. 21.2.2 Pre-laminated particle board with Sqm 11 1115.4 12269.4 173 decorative lamination on both sides Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket 21.3 etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY 21.3.1 With float glass panes of 4.0 mm Sqm 26 1176.8 30596.8 174 thickness (weight not less than 10kg/sqm) Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer 21.8 rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. 175 21.8.1 Upto 5mm depth and 5 mm width Metre 21 96.75 2031.75 22.0 WATER PROOFING 22.1S General 22.6 Providing and laying water proofing Sqm 300 688.9 206670 treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness 176 consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservoir, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The 22.23 material shall meet the requirements as specified in ACI- 212-3R-2010 i.e. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 22.23.1 For vertical surface two coats @ Sqm 180 472.9 85122 177 0.70 kg per sqm per coat 22.23.2 For horizontal surface one coat Sqm 170 362.8 61676 178 @1.10 kg per sqm. RAIN WATER HARVESTING & 23.0 TUBEWELLS 23.1S General Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata 23.1 chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in- charge, upto 90 metre depth below ground level. 23.1.1 All types of soil 179 23.1.1.1 300 mm dia Metre 270 707.75 191092.5 23.1.2 Rocky strata including Boulders 180 23.1.2.1 300 mm dia Metre 90 1695.1 152559 SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & 23.2 running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in- charge, beyond 90 metre & upto 150 metre depth below ground level. 23.2.1 All types of soil 181 23.2.1.1 300 mm dia Metre 180 825.7 148626 23.2.2 Rocky strata including Boulders 182 23.2.2.1 300 mm dia Metre 90 1870.6 168354 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 23.3 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 183 23.3.2 150 mm nominal size dia Metre 600 793.25 475950 23.9 Providing and fixing factory made Each 2000 1399.95 2799900 precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal 184 & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well 23.13 housing/ casing pipe, removable as per requirement, all complete for borewell of: 185 23.13.3 200 mm dia Each 3 321.15 963.45 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 23.14 2800 (part I), including necessary bolts & nuts of required size complete. 186 23.14.3 200 mm clamp Each 3 2293.65 6880.95 Providing and fixing Bail plug/ Bottom plug of required dia to the 23.15 bottom of pipe assembly of tubewell as per IS:2800 (part I). 187 23.15.3 200 mm dia Each 3 357.6 1072.8 NEW TECHNOLOGIES AND 26.0 MATERIALS 26.41S NEW TECHNOLOGY ITEMS SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 26.68 made of C&D waste from approved manufacturer in foundation and plinth in: 26.68.1 Cement mortar 1:6 (1 cement : 6 cum 10 7387.25 73872.5 188 coarse sand) Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 26.69 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level 26.69.1 Cement mortar 1:6 (1 cement : 6 cum 10 9844.65 98446.5 189 coarse sand) 26.73S PREFAB/PRECAST TECHNOLOGY Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 26.86 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). 190 26.86.2 Frame size 45 x 85 mm Metre 25 926.35 23158.75 SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one side white color and other side of board laminted with PVC foil of minimum 14 micron thickness of approved design pasted with hot melt adhesive for cup boards, work stations and bathroom/kitchen cabinet etc. of required sizes comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index 26.89 of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. 191 26.89.2 25 mm thick Sqm 10 3889.15 38891.5 Total 198495843.29