Salem Division: Construction of RPF Barrack 80 Bedded at Erode ( Including Electrical Work)

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, including fixing the pipe with 18.7 clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.-Internal work - Exposed on wall 84 18.7.3 25 mm nominal dia Pipes Metre 157 408.55 64142.35 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 18.8 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, Concealed work, including cutting chases and making good the wall etc. 85 18.8.2 20 mm nominal dia Pipes Metre 200 513.75 102750 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and 18.10 making good the walls etc.-Internal work - Exposed on wall 86 18.10.6 50 mm dia nominal bore Metre 50 893.2 44660 Providing and fixing G.I. pipes complete 18.12 with G.I. fittings including trenching and refilling etc.-External work 87 18.12.6 50 mm dia nominal bore Metre 100 654.2 65420 18.15S BRASS FITTINGS Providing and fixing brass bib cock of 18.15 approved quality : 88 18.15.2 20 mm nominal bore Each 93 327.95 30499.35 Providing and fixing brass stop cock of 18.16 approved quality : 89 18.16.1 15 mm nominal bore Each 14 303.85 4253.9 Providing and fixing gun metal gate valve 18.17 with C.I. wheel of approved quality (screwed end) : SALEM DIVISION-ENGINEERING/SOUTHERN RLY 90 18.17.4 50 mm nominal bore Each 5 878.25 4391.25 Providing and fixing uplasticised PVC 18.21 connection pipe with brass unions : 18.21.2 45 cm length 91 18.21.2.1 15 mm nominal bore Each 93 85.2 7923.6 Providing and fixing C.P. brass shower rose 18.22 with 15 or 20 mm inlet : 92 18.22.1 100 mm diameter Each 29 166.35 4824.15 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 18.32 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 18.32.1 With common burnt clay F.P.S.(non Each 10 1712.15 17121.5 93 modular) bricks of class designation 7.5 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm 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 20mm 18.33 nominal size ) , i/c 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 : 18.33.1 With common burnt clay F.P.S.(non Each 10 10102.5 101025 94 modular) bricks of class designation 7.5 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe 18.46 and making long screws etc. complete (New work) : 95 18.46.6 50 mm nominal bore Each 10 706.7 7067 18.48 Providing and placing on terrace (at all floor Litre 10000 9.7 97000 levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable 96 locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Providing and fixing PTMT grating of 18.58 approved quality and colour. 18.58.1 Circular type 97 18.58.1.1 100 mm nominal dia Each 66 33.2 2191.2 18.59S AIR VALVE & WATER METER (BULK TYPE) 18.63 Providing and fixing PTMT angle stop cock Each 66 136.6 9015.6

than 85 gms SALEM DIVISION-ENGINEERING/SOUTHERN RLY 18.65 Providing and fixing PTMT soap Dish Holder Each 55 96.75 5321.25 having length of 138mm, breadth 102mm, 99 height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff 19.1 mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 100 19.1.2 150 mm diameter Metre 60 591.4 35484 22.0 WATER PROOFING Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and spalled & honeycombed surface of RCC underground structures like basement, water tanks, bridge deck etc. to ensure water tightness. The crystallie mortar shall conform to the 22.25 EN 1504-3 having compressive strength Class R4 greater than or equal to 45 MPa and adhesive bond strength Class R3 greater than or equal to 1.5 MPa. 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. 22.25.1 For sealing cracks and faulty construction Metre 87.8 469.65 41235.27 joints, routed out/making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @0.05kg/running metre and while the 101 surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/running metre. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @0.05kg/running metre per coat. STRUCTURAL GLAZING ALUMINIUM 25.0 COMPOSITE PANEL SALEM DIVISION-ENGINEERING/SOUTHERN RLY 25.8 Design supply & installation of suspended Sqm 27 8230.05 222211.35 Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification 102 and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. Total 28497169.76 Schedule A1-SW.I(Engineering) Items of works that are covered by the Southern Railway DSR 2021 Schedule vide Schedule 'A1' applicable to SALEM DIVISION with all correction slips issued upto date - Supply of Steel . Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position Item- 1 and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. S No. Item No Description of Item Unit Qty Rate Amount 5.0 REINFORCED CEMENT CONCRETE 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22 placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Kg 25000 89.65 2241250 1 Fe-500D or more. Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22A placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Kg 70000 89.65 6275500 2 Fe-500D or more. Total 8516750.00 Schedule A2-SW.I(Engineering) Items of works that are covered by the Southern Railway USSOR

vide Schedule 'A3' applicable to SALEM DIVISION with all