Provision of 3.0 m wide FOB at LBT.

Item Breakup - BI-(General)

local sand, with common burnt clay non modular bricks. 11.16S TILE FLOORING Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to 11.20 match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 11.20.2 Medium shade pigment using 50% white Sqm 1510 1160 1751600 35 cement 50% Grey cement 12.0 ROOFING Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry 12.40 surrounded with 12 mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately): Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 12.41 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 36 12.41.1 75 mm diameter Metre 80 213 17040 37 12.41.2 110 mm diameter Metre 280 319.75 89530 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes 12.42 conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 12.42.5 Bend 87.5 degrees 38 12.42.5.1 75 mm bend Each 32 91.8 2937.6 39 12.42.5.2 110 mm bend Each 48 132 6336 DHANBAD DIVISION-ENGINEERING/EAST CENTRAL RLY 12.50 Providing and fixing precoated galvanised iron Sqm 2050 671.55 1376677.5 profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 40 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 12.51 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 41 12.51.1 Ridges plain (500 - 600mm) Metre 290 450.6 130674 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 42 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 590 282 166380 Wall painting with acrylic emulsion paint of 13.60 approved brand and manufacture to give an even shade : 43 13.60.1 Two or more coats on new work Sqm 1300 137.85 179205 Painting with aluminium paint of approved 13.63 brand and manufacture to give an even shade . 44 13.63.1 Two or more coats on new work Sqm 5000 121.45 607250 Applying priming coats with primer of approved 13.85 brand and manufacture, having low VOC (Volatile Organic Compound ) content. Painting with synthetic enamel paint of 13.99 approved brand and manufacture of required colour to give an even shade : 45 13.99.1 One or more coats on old work Sqm 500 86.55 43275 15.0 DISMANTLING AND DEMOLISHING Demolishing cement concrete manually/ by mechanical means including disposal of 15.2 material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c cum 150 2007.1 301065 46 equivalent design mix) Dismantling steel work in single sections 15.17 including dismembering and stacking within 50 metres lead in: 47 15.17.2 Channels, angles, tees and flats Kg 2500 1.9 4750 16.0 ROAD WORK 16.49S MISCELLANEOUS DHANBAD DIVISION-ENGINEERING/EAST CENTRAL RLY 16.75 Providing and laying C.C. pavement of mix M- cum 195 8277.55 1614122.25 25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. 48 complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing G.I. pipes complete with 18.12 G.I. fittings including trenching and refilling etc.-External work 49 18.12.1 15 mm dia nominal bore Metre 40 267.5 10700 50 18.12.2 20 mm dia nominal bore Metre 40 315.35 12614 51 18.12.3 25 mm dia nominal bore Metre 600 417.95 250770 52 18.12.4 32 mm dia nominal bore Metre 160 457.7 73232 Making connection of G.I. distribution branch with G.I. main of following sizes by providing 18.13 and fixing tee, including cutting and threading the pipe etc. complete : 53 18.13.1 25 to 40 mm nominal bore Each 8 757.1 6056.8 18.15S BRASS FITTINGS Providing and fixing gun metal gate valve with 18.17 C.I. wheel of approved quality (screwed end) : 54 18.17.1 25 mm nominal bore Each 12 532.35 6388.2 55 18.17.2 32 mm nominal bore. Each 1 589.9 589.9 Providing and fixing ball valve (brass) of 18.18 approved quality, High or low pressure, with plastic floats complete : 56 18.18.3 25 mm nominal bore Each 1 399.15 399.15 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES Providing and fixing G.I. Union in G.I. pipe 18.46 including cutting and threading the pipe and making long screws etc. complete (New work) : 57 18.46.3 25 mm nominal bore Each 40 369.35 14774 58 18.46.4 32 mm nominal bore Each 4 409.45 1637.8 18.48 Providing and placing on terrace (at all floor Litre 2000 9.7 19400 levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking 59 arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.54S PTMT FITTINGS Providing and fixing PTMT, push cock of 18.57 approved quality and colour. 18.57.1 15 mm nominal bore, 98 mm long, weighing Each 32 96.45 3086.4 60 not less than 75 gms 23.0 RAIN WATER HARVESTING & TUBEWELLS 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 23.1 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. DHANBAD DIVISION-ENGINEERING/EAST CENTRAL RLY 23.1.1 All types of soil 61 23.1.1.1 300 mm dia Metre 25 592.05 14801.25 23.1.2 Rocky strata including Boulders 62 23.1.2.1 300 mm dia Metre 50 1416.3 70815 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 23.2 log, including hire & 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. Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, 23.3 conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 63 23.3.3 200 mm nominal size dia Metre 50 951.95 47597.5 Total 46937999.71

Item Breakup - BII-(USSOR-2021)

On new girder during fabrication Total 269542.00

Item Breakup - CII-(Reinforcement)