Lower Parel (Workshop) - 1) Repairs to existing Boundary Wall by providing a new RCC boundary to safeguard the compound wall of workshop (2) Improvement to road & Pathway by provision of RCC road in Lower Parel workshop

Item Breakup - A-All DSR-23 Items

prepare the surface even and smooth complete. 13.37S INTERIOR FINISHING Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 13.41 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 13.41.1 New work (two or more coats) over and Sqm 3240 185.65 601506 including water thinnable priming coat with 3 cement primer having VOC content less than 50 gram/litre 13.44S EXTERIOR FINISHING Finishing with Deluxe Multi surface paint system 13.48 for interiors and exteriors using Primer as per manufacturers specifications : 13.48.1 Two or more coats applied on walls @ 1.25 Sqm 3240 193.7 627588 4 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per 13.52 manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. 5 13.52.1 On steel work Sqm 1696 241.75 410008 Total 2659263.35 Item- 7 Ch.no. 14-REPAIRS TO BUILDING S No. Item Description of Item Unit Qty Rate Amount No 14.0 REPAIRS TO BUILDING 14.72S FINISHING MUMBAI CENTRAL DIVISION-ENGINEERING/WESTERN RLY 14.72 Providing and fixing double scaffolding system Sqm 2160 338.25 730620 (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding 1 system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Total 730620.00 Item- 8 Ch.no.15 -DISMANTLING AND DEMOLISHING S No. Item Description of Item Unit Qty Rate Amount No 15.0 DISMANTLING AND DEMOLISHING 15.1S General 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 (including cum 1865 2434.25 4539876.25 1 equivalent design mix) 15.3 Demolishing R.C.C. work manually/ by cum 216 3551.25 767070 mechanical means including stacking of steel 2 bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Demolishing stone rubble masonry manually/ by mechanical means including stacking of 15.9 serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : 3 15.9.2 In cement mortar cum 180 2458.95 442611 15.60 Disposal of building rubbish / malba / similar cum 5093 263.95 1344297.35 unserviceable, dismantled or waste materials by mechanical means, including loading, 4 transporting, unloading to approved municipal dumping ground or as approved by Engineer-in- charge, beyond 50 m initial lead, for all leads including all lifts involved. Total 7093854.60 Item- 9 Ch.no. 16-ROAD WORK S No. Item Description of Item Unit Qty Rate Amount No 16.0 ROAD WORK 16.1S ROADS 16.1 Preparation and consolidation of sub grade with Sqm 6000 218.9 1313400 power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating 1 with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 16.15S FENCING MUMBAI CENTRAL DIVISION-ENGINEERING/WESTERN RLY Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), 16.17 between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. 2 16.17.1 With G.I. barbed wire Metre 750 14 10500 16.42S CONCRETE PAVEMENTS Providing and laying design mix cement concrete of M-30 grade, in roads/taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved and specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling 16.43 to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction and longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). 16.43.2 Cement concrete manufactured in automatic cum 1800 11098.45 19977210 3 batching plant (RMC plant) including transportation to site in transit mixer 16.44 Extra for providing and mixing hardening Litre 3780 55.5 209790 compound of approved quality as per 4 manufacturer's specification in cement concrete. 16.49S MISCELLANEOUS 16.50 Providing and fixing Glow studs of size 100x20 Each 801 206.3 165246.3 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylonitrile ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The 5 reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. MUMBAI CENTRAL DIVISION-ENGINEERING/WESTERN RLY 16.53 Providing and fixing concertina coil fencing with Metre 540 375.8 202932 punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain 6 horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick)and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) 16.62 Providing and applying 2.5 mm thick road Sqm 390 747.8 291642 marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and 7 profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in- charge and accordance with applicable specifications. 16.68 Providing and laying 60mm thick factory made Sqm 6540 972 6356880 cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, 8 design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. MUMBAI CENTRAL DIVISION-ENGINEERING/WESTERN RLY 16.81 Providing and erecting 2.00 metre high Metre 1440 3439.5 4952880 temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at 9 both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.. 16.83 Taking out existing CC interlocking paver blocks Sqm 6810 131.75 897217.5 from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable 10 material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. Total 34377697.80 Item- 10 Ch.no.19 -DRAINAGE S No. Item Description of Item Unit Qty Rate Amount No 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with 19.6 stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 1 19.6.4 300 mm dia. R.C.C. pipe Metre 1250 994.3 1242875 Total 1242875.00

Item Breakup - B-All NS Items

Uncoursed hand-packed DRY RUBBLE FILLING cum (in work like rubble filling behind abutments etc.)without any special dressing of stones. Total 701809.20 Item- 2 Roofit plaster 20 mm to 25 mm thick S No. Item Description of Item Unit Qty Rate Amount No MUMBAI CENTRAL DIVISION-ENGINEERING/WESTERN RLY

Providing and applying 20 to 25mm thick water Sqm resistance premixed/ready mixed plaster of thick render's of Roofit Industries Ltd. or similar. The specifications of the premixed plaster shall be as under. 1.Colour- Gray 2. Binder- 43 Grade portland cement. 3.Fillet- Graded sand conforming to BS 1199. 4.Additv- Water soluble polymers to improve work ability, water retention, durability and adhesion strength. 5.Composition- 43 grade Portland cement - 25- 30% graded sand - 75-70% (including quartz and additives). 6.Max. aggregate- Size 4.5mm 7.Density- 1.80kg/Litre in dry and 1.90kg/litre in wet condition. 8.Pot lift- One hour. 9.Consumption- 1.7kg per sqm per mm thickness. 10.Water demand- About 15% of 6 litres per 40kg. 11.Date of pack- Not/more than 6 months. NOTE: The ready mix plaster in bags shall be first supplied to the SSE(W) in his godown & then drawn from his godown from time to time. The material should be got approved by the Contractor from the Railway Engineer before use on work. Transportation to site has to be done at contractor's cost and payment will be made for area of work done and not for any bags supplied. The rate is inclusive of scaffolding. Total 202650.00