25/WBFS/REPAIRING AND REHABILITATION OF FOREST REST HOUSE DOW-HILL FOR 2025-26

Dismantling carefully wooden walling, flooring of ceiling and stacking dismantled materials as directed. Bed room(floor) 2/4.45m x 4.45m = 39.61m² Kitchen( ceiling) 5.35m x 2.60m= 13.91m² Wall outside (toilet 1&2) 2/ 4.08m x 3.0m = 24.48m² Kitchen backside outside 5.625m x 3.0m = 16.88m² Kitchen (left right side) outside 2/5.94m x 3.0m = 35.64m² Kitchen inside wall 10.85m x 2.40m = 26.04m² external partition 6/5.0m x0.60m = 18.0m² bed room( internal partition) 2/ 3.5mx 2.5m = 17.50m² skirting 75mx 0.25m = 18.75m² 210.81m² WB PWD sch2017 page 13/315 item no 17

Dismantling carefully woodwork in posts, post plates, rafters, partition etc., sorting and stacking serviceable materials at site and removing rubbish as directed. Bed rooms 2nos( floor hor. Beam) 18/0.15m x 0.1m x 4.6m = 1.242m³ Vertical post external wall 35/0.15m x 0.1m x 3.0m = 1.575m³ Bottom plate at plinth 65.60m x 0.15m x 0.1m = 0.984m³ 3.801m³ WB PWD sch2017 page 13/315 item no 19

Dismantling artificial stone flooring up to 50 mm. thick by carefully chiseling without damaging the base and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof. Changing room (room1&2) 2/2.35m x 1.25m) = 5.87m² Drawing room 5.02m x4.30m = 21.586m² Dining room 5.35m x 4.05m = 21.66m² Kitchen 5.35m x2.50m = 13.37m² Passage 5.35m x 0.9m = 4.815m² 67.301m² WB PWD sch2017 page 11/315 item no 6.a

Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. Kitchen brick wall 5.35m x .25m x 2.40m = 3.21m³ WB PWD sch2017 page 10/315 item no 1.a

Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge 3.801m³+3.21m³+(57.935x 0.1) = 12.8045 WB PWD sch2017 page 12/315 item no 13.

Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. (a) up to 150 mm. thick Kitchen floor slab 5.35m x 2.50m x 0.1m = 1.34m³ Toilet backside steps 2/ 1.20m x 0.8m x 0.3m = 0.58m³ Kitchen backside plum wall 5.35m x 0.75m x 1.0m = 4.01m³ 5.93m³ WB PWD sch2017 page 10/315 item no 2.a

Plain and finished timber planks in partition, shelves etc. fitted and fixed complete as per design (butt joints) in ground floor. (iii) 25mm thick planks b) Sishu / Champ / Badam / Gamar / Bhola / Mogra / Hallak/panisaj Internal wall Kitchen passage 1/5.60m x 2.80m = 15.68m² internal partition all rooms 3.5.0m x 2.50m = 8.75m² 3.7m x 2.60m = 9.62m² skirting 75mx 0.25m = 18.75m² window and door jambs 180m x 0.15m = 27.0m² 79.80m² WB PWD sch2017 page 179/315 item no 17.iii.b

Rough dressed timber planks fitted and fixed with nut bolts excluding framework complete : In ground floor (iv) Above 50mm thick planks (b) Sal Local For frame work of internal room partition Bed room 2nos 3x 4/4.45m = 53.40m Kitchen 3x4/5.35m = 64.20m Dining room 2x2/(5.35+4.05)m = 37.60m Changing room 2/2.60m = 5.20m Passage 2/5.3m x 4=42.4m Kitchen extension 4/4.5m = 18.0m 220.80m x 0.05m x 0.075m =0.828m³x WB PWD sch2017 page 137/315 item no 8.iv.b

A) Wood work in posts, post plates, rafters, battens, truss members, purlins etc. fitted and fixed complete (excluding the cost of bolts, paints, but including the cost of nails, screws etc.) (The quantum should be corrected up to three decimals) (i) Sal : Siliguri. Vertical post for external partition 40/3.0m = 120.00m Horizontal beam for bedrooms floor 17/4.50m=76.50m Post plate at plinth all round =70.00m 266.5m x 0.15 x 0.1m = 4.0m³ WB PWD sch2017 page 135/315 item no 1(A).i

Rough dressed timber planks fitted and fixed with nut bolts excluding framework complete : b) Sal Local (ii) 35mm thick planks In ground floor external partition 60.0m x3.2m = m² 192.0m² W.B.PWD schedule 2017, page no 137/315-item no.8.ii.

Ceiling with 12mm thick wooden planks fitted and fixed complete (excluding the supporting framework) as per direction of the Engineer-in-charge. In Ground Floor (a) Ordinary Teak for pelmet box 40.0m x 0.17m = 6.80 m² portico 4.2m x 4.0m = 16.80m² kitchen 5.30mx 2.60m = 13.78m² extension 8.0mx 5.0m = 40.0m² 77.38m² W.B.PWD schedule 2017, page no 162/315-item no.7.a.

Rough dressed timber planks fitted and fixed with nut bolts excluding framework complete : b) Sal Local (iii) 50mm thick planks In ground floor Bed room floor 2/4.45m x4.45m =39.60m² W.B.PWD schedule 2017, page no 137/315-item no.8.ii.

Woodwork in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame excluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be corrected up to three decimals). (c) Sal : Siliguri. D1=1no (2 x 2.10m ) + 1.20m = 5.40m D2=2nos (4 x 2.00m) + (2 x 0.8m) = 9.60m D3=4nos (10x 2.10m) + (5 x 1.0m) = 26.0m D4=2nos (4 x 2.0m) + (2 x 0.8m) = 9.60m W1= 2nos (6x1.25) + (4 x 1.20m) = 12.30m W2=2nos (6 x 1.05) + (4 x 1.75) = 13.30m W4 = 2nos (4 x 0.9m) + (4 x 0.8m) = 6.80m W5= 4nos ( 12 x 1.5) + (8x1.80m) = 32.40m W6= 2nos ( 4 x 0.9) + (4 x 1.60) = 9.0m W7= 4nos ( 8 x 0.9) + (8 x 0.6) = 12.0m =136.40m x 0.15m x 0.1m =2.046m³ W.B.PWD schedule 2017, page no 114/315-item no.1.c

Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. In ground floor. (In case of non-supply of single plank, penal rate of reduction of 20% will be made) (ii) 40mm thick shutters with 19mm thick panel of size 30 to 45cm b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. D1 Main door 1.20m x 2.00m = 2.73m² D3 bed room & passage 5/ 0.9m x 2.00m = 9.0m² D2 Toilet 2/0.75m x 1.90m = 2.85m² 14.58m² + 5% for extra curving 0.729m² 15.30m² W.B PWD schedule 2017, page no 117-item noB. 1. ii b

Glazed shutters of doors, windows, fan light, clerestory windows etc. as per design (with ordinary glass of 7.4kg./sq.m. 3mm. Thick) fitted with putty bed and teak wood bead and nails including fitting and fixing shutter in position but excluding the cost of hinges and other fittings. cost of glass, putty, wooded beadsetc.will be paid separately. In ground floor. (i) 40mm thick shutters. (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. W1(drawing room)= 4 x 0.6m x 1.15= 2.76m² W2(dining room)= 4 x 0.87m x 1.05m = 3.654m² W3(toilet)= 2 x 0.85m x 0.40m= 0.68m² W4(changingroom) = 2 x 0.76m x 0.9m= 1.368m² W5(bed room)= 8 x 0.745m x 1.3m = 7.75m² W6(toilet)= 2 x 1.60m x 0.9m = 2.880m² W7(kitchen)= 4 x 0.6m x 0.9m = 2.16m² 21.25m² W.B.PWD schedule 2017, page no 119/315-item no.4.i.b

Supplying best Indian sheet glass panes set in putty (as per I.S Specification) and fitted and fixed with teak wood beads and nails complete. (In all floors for internal wall & up to 6 m height for external wall) (ii) 4 mm thick W.B.PWD schedule 2017, page no 205/315-item no.2.ii

Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. (viii) 100mm. X 75mm. X 3.50mm. W.B PWD schedule 2017, page no 140/315-item no 5.

Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete: W.B.PWD schedule 2017, page no 144/315-item no.27.v

Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete: W.B.PWD schedule 2017, page no 144/315-item no.27.v

Anodised aluminium Aldrop / Sliding bolts of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 2681/66) fitted and fixed complete. (iv) 300mm x 19mm dia. bolt. W.B.PWD schedule 2017, page no 145/315-item no.28.IV

Supplying anodized aluminum catch hook with eye fitted and fixed to shutter and chowkat complete of best quality:. ii) 225mm long. W.B.PWD schedule 2017, page no 144/315-item no.25.ii

(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. 22 nos @ 20kg = 440.00kg 8nos @ 10kg = 80.00kg 520.0kg = 5.2qtl The weight of grill per sq.m. will be determined by taking the physical weight of fabricated grill and dividing the same by covered area of the same. N.B. No shop priming will be allowed to facilitate inspection of workmanship. Weight of grill is to be taken after final grinding and finishing the weld. (b) Extra for work in grill gate. (I) For hanging and locking arrangements including supply of materials and labour complete. (15% extra over the corresponding item of grill ) W.B.PWD schedule 2017, page no 104/315-item no.13

Supplying, fitting and fixing 8mm thick Laminated wooden Flooring Work conforming to EN13329:2006 with plank size not Iess than 1200 mm X 190 mm (with unilin/tongue-groove locking arrangement) having 0.2mm thk top abrasive layer over a decorative layer followed by a High-density fiberboard (HDF) having density > 850 kg/m3 substrate core over a resin saturated backing layer and installing through unilin or tongue- groove system (having locking strength not less than 1000 kg/m) over a 2 mm thk under layer polyurethane foam on polythene sheet 250 micron, over a smooth, flat, hard subfloor free from moisture (< 8%), grease etc. complete in all respect with requisite accessories like end profile, transition profile, reducer 'T' profile etc. wherever required and preparation of base including all other incidental works as per direction & satisfaction of Engineer in charge. Cost of Laminate Floor Accessories only (Skirting ,End edge, T- moulding,Reducer) shall have to be added separately, wherever required. (This work should not be executed without specific permission of Superintending Engineer). Bed room 2 x 4.45m x 4.45m =39.61m² Drawing room 5.02m x 4.30m = 21.59m² Changing room 2 x 2.35m x 1.23m = 5.76m² 66.96m² W.B.PWD schedule 2017, page no 71/315-item no.43

Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor.3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement Drawing room 5.02m x 4.30m = 21.59m² Changing room 2/2.35m x 1.23m = 5.76m² 27.35m² W.B.PWD schedule 2017, page no 48/315-item no.6. 3rd corri. 22/96 item 4.iii

Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./sqM or using polymerized adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cementand colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contrr]e) (I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with (A) Floor With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. b) Area of each tile above 0.09 Sq.m (i) Coloured decorative Kitchen 5.35mx 2.50m= 13.375m² Extended area 5.35mx 1.50m = 5.00m² Fire proof elec. Room 4.0mx 3.0m = 12.00m² Dinning/passage 5.35mx 6.70m² = 35.84m² Skirting 10.60m x 0.15 = 1.59m² 67.805m² W.B.PWD schedule 2017, page no 64/315-item no.35.A.b.i 3rd corri. 34-35/96 item 22.A.b.i

Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. B) Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m i) Coloured decorative kitchen 3.30m x 1.20m = 3.90m² W.B.PWD schedule 2017, page no 64-/315-item no.35.B.a.i 3rd corri. 35-36/96 item 22.B.a.i

Supplying, fitting & fixing granite slab 15mm to 18mm thick in floor, lobby, stair, landing and treads etc. over 20mm (avg) thick base of cement mortar (1:2) laid with white cement slurry @ 4.40Kg per Square meter before placing of granite and jointed with white cement slurry @ 2.0 Kg per square meter with necessary pigments and complete as per direction of Engineer-in-charge including cost of all materials, labours, curing and roughening of concrete surface complete. In ground floor (a) Area of each Granite slab up to 0.60 Square meters. Kitchen slab 2/ 3.30mx 1.4m = 4.60m² W.B.PWD schedule 2017, page no 63/315-item no.34.a

Removing loose scales blisters etc. from old painted surface and thoroughly smoothening the surface to make the same suitable for receiving fresh coat of paint. W.B.PWD schedule 2017, page no 203/315-item no.1

) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. portico 4.2m x 4.0m = 16.80m² Elec.room Ceiling 3.45m x 4.45m = 15.35m² internal Wall elec.room 14mx 2.90m = 40.60m² ext. wall elect Room 14.6m x 3.10m =45.26m² kitchen internal wall 7.85m x 2.40m = 18.84m² external .wall 65.0m x 3.0m = 195.0m² 331.85m² W.B.PWD schedule 2017, page no 200/315-item no.1.b

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : a) On timber or plastered surface : (ii) Two coats (with white shade) Ceiling Rooms 5/ 5.50 x 4.70 = 105.75m² dressing , w/c 4/ 2.50m x 2.50 = 25.00m² Passage 5.50m x 1.20m = 6.60m² Wall Dinning/kitchen 8/ 5.0m x 2.6m= 104.00m² External wall 60m x 4.50m = 270.00m² Portico 4.2m x 4.0m =16.80m² Panel door both side 5/0.9m x 2.0m x 2.6= 23.40m² Glazed door 5/1.8m x 1.20m = 10.80 m² Total 562.35m² W.B.PWD schedule 2017, page no 200/315-item no.2.A.a.ii

Copal varnish of approved quality including preparing surface : (ii) On old varnish surface including removing old varnish and exposing original surface : pelmet 40.0m x 0.17m = 6.80 m² Bed /drawing room 12/4.04mx 3.0 =145.44m² W5(bed room)= 8 x 1.0m x 1.5m = 12.00m² 164.24m² W.B.PWD schedule 2017, page no 202/315-item no.10.ii.b

Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental Charges but excluding the cost of primer. Elec.room Ceiling 3.45m x 4.45m = 15.35m² internal Wall elec.room 14mx 2.90m = 40.60m² ext. wall elect Room 14.6m x 3.10m =45.26m² kitchen internal wall 7.85m x 2.40m = 18.84m² Kitchen ext.wall 16.0m x 2.5m = 40m² Gurd roomCeiling 3/3.20 x 2.95m = 28.32m² Guard room int. wall 16/3.20mx 2.95m = 151.04m² Guard room ext. wall 2/5.8m x 3.0m = 34.80m² 2/6.0m x 3.0m = 36.00m² 410.21m² W.B.PWD schedule 2017, page no 197/315-item no.17.c

Plaster (to wall, floor, ceiling etc.)with sand and cement mortar including runding off or chamfering corners as directed and raking out, joints including throating, nosing and drip course, scaffolding/ staging where necessary ( Ground floor). [ Excluding coast of chipping over concerete surface] (iii) With 1:3 cement mortar 20mm th.plaster Elec.room Ceiling 3.45m x 4.45m = 15.35m² internal Wall elec.room 14mx 2.90m = 40.60m² ext. wall elect Room 14.6m x 3.10m =45.26m² kitchen internal wall 7.85m x 2.40m = 18.84m² Kitchen ext.wall 16.0m x 2.5m = 40.00m² Plinth protection 70.00mx 0.8m = 56.0m² saucer drain 70.00m x 0.3m= 21.0m² 237.05m² PWD schedule 2017, page no 189/315-item no. 1.iii.a 3rd corri. 49-50/96, item 1.iii.a

Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materials (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. Fittings c) Bend 87.5 degree ii) 110 mm. Dia.

Fittings c) Bend 87.5 degree ii) 110 mm. Dia. a) Plain Tee iii) 160 mm. Dia.

iii) 160 mm. Dia.(pipe for gutter ) W.B.PWD scheor dule 2017, page no 212/315-item no.21.B.c & A.ii

Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. 12.0m x 3.5m = 42m² W.B.PWD schedule 2017, page no 1/315-item no.1

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete. Coln footing : 6nos x 1.0m x 1.0m x 1.30m = 7.80m³ Plum wall(front) 12.0 m x 0.75 m x 0.6m = 5.40m³ Plum wall(back) 12.0 m x 0.9 m x 0.9m = 9.72m³ Slope dressing 1/3 (12.0m x 3.20m x 3.0m)= 38.40m³ Approach path 2/40m x 0.3m x0.3m= 7.20m² 68.52m³ W.B.PWD schedule 2017, page no 1/315-item no.2.a

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) 895 With earth obtained from excavation of foundation. For foundation 1/5th of excavation = 13.70m³ Drain filling 12.0m x 0.6mx 0.75m = 5.40m³ 19.10m³ W.B.PWD schedule 2017, page no 1/315-item no.3.a

Labour for 150mm to 200mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstices including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. Footing 6 /1.0m x 1.0m = 6.0m² plum wall 12.0m x 1.2m =14.40m² floor electric mtr room 3.0mx 4.0m = 12.00m² floor kitchen extension 5.35m x 1.80m = 9.63m² 42.03m² Carriage of analysis rate road schedule leads 85kms 0 Km to 5Kms = Rs. 124.00/m³ 5Km to 10Kms = Rs. 75.00/m³ 10Kms to 20Kms = Rs. 148.00/m³ 20Km to 50Kms = Rs. 405.00/m³ 50Km to 85Kms = Rs 456.75/m³ Coast of boulder 30/40 kg = Rs. 349/m³ Loading /unloading = Rs. 62.00/m³ Rs.1619.75/m³ x 0.15 = Rs. 242.96/m² Labour rate as per schedule = Rs. 18.00/m² Rs. 260.96/m² 1% cess Rs. 2.60/m² Rs. 263.56/m²

Cement concrete with 30 mm downgraded shingles excluding shuttering. N.B. Variety footing 6 /1.0m x 1.0m x 0.075m = 0.45m³ plum wall 12.0m x 1.2m x 0.075 =1.08m³ floor electric mtr room 3.0mx 4.0m x 0.075m = 0.9m³ floor kitchen extension 5.35m x 1.80m x 0.075m = 0.48m³ 4.11m³ W.B.PWD schedule 2017, page no 34-35/315-item no.22.II.

Hire and labour charges for shuttering with centering and necessary staging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) coln. 6nos x 4sides x 0.3m x 3.5m = 25.20m² plinth/tie beam 0.3m x 163.0m = 48.90m² plum wall 12.0m x 4.5m = 54.00m² elec. Room slab 4.0m x 5.0m = 20.00m² 148.10m² W.B.PWD schedule 2017, page no 42/315-item no.36.a.

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 monomial size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes. Col,1st. footing 6/1.0mmx 1.0m x 0.35m = 2.10m³ Col. 2nd footing 6/1.0m x 0.4mx 0.4m = 0.96m³ Col. 6/3.5mx 0.25 x 0.3 = 1.575m³ Elec.roomTie/plinth beam 2/14.2m x 0.25m x 0.35m = 2.485m³ Kitchen extension 2/16.7m x 0.25m x0.35m =2.92m³ Floor Elec.room 3.0m x 4.0m x 0.10m = 1.20m³ Floor kitchen extension 5.8m x 1.5m x 0.1m = 0.87m³ Plinth FRH 60.0m x 0.4mx 0.075 = 1.80m³ 13.91m³ W.B.PWD schedule 2017, page no 24/315-item no.4.b Corrigendum 10/96 item 27.b

Plum concrete work with 40 % cement concrete with 30 mm downgraded stone metal and 60 % stone boulder of size 150 mm and above placed in position as directed excluding shuttering if any. Front wall 12m x 0.6 m x 1.50m = 10.80m³ Back wall 12mx 0.9m x 3.4m = 36.72m³ Wall foun. 12.0mx 1.10mx 0.7m = 9.24m³ 56.76m³ W.B.PWD schedule 2017, page no 27/315 item no 11. Corr.sl no 13/96 item no 34

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS Plinth protection 70m x 0.75mx 0.05m = 2.62m³ Elec.room roof slab 4.0m x 5.0m x 0.1m = 2.00m³ Saucer Drain 70m x 0.25m x 0.2m = 3.50m³ 8.12m³ W.B.PWD schedule 26/315 item no 10.ii Corrigendum 12-13/96.sl no 33.ii

Neat cement punning about 1.5mm thick in wall, dado, window Plinth protection 70m x 0.75m = 52.50m² Saucer drain 70m x 0.3m = 21m² 73.50m² NOTE:Cement 0.152 cu.m per100 sq.m. W.B.PWD schedule 192/315 item no 15

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. Vol. conc item no 7 = 13.91m³ Vol.conc item no 9. Elec room =2.00m³ Total 15.91m³ Reinforcement @ 1% of cement concrete [15.91m³ x 1 x 78.5] = 1.25MT 1000 W.B.PWD schedule 43/315 40 Corr.sl no 1

125 mm. thick brick work with 1st class bricks in cement mortar (1:3) in ground floor. Kitchen extension 15.0m x 2.50m = 37.50m² Elec.room 15.0mx 2.50m = 37.50m² 75.00m² Less door 2/0.9m x 2.0m =3.60m² Less window 3/1.20mx 1.10m = 3.96m² 67.44m² W.B.PWD schedule 16/315 item no 17 Corrigendum 3/96.sl no 9

Part –B Sanitary and Plumbing Supplying, fitting and fixing Anglo-Indian W.C. in white glazed vitreous chinaware of approved make complete in position with necessary bolts, nuts etc. b) With 'S' trap (with vent) PWD schedule 2017vol.II, page no 79/124/item no 3.b

Supplying, fitting and fixing Closet seat of approved make with lid and C.P. hinges, rubber buffer and brass screws complete. (b) Anglo Indian PWD schedule 2017vol.II, page no 81/124/item no 10.b.ii

Supplying, fitting and fixing 10-liter porcelain low-down cistern of approved make with side or bottom inlet, side overflow, brackets complete with all internal PVC fittings. White PWD schedule 2017vol.II, page no 36/124/item no 1

Supplying, fitting and fixing White Vitreous China Sink in position on C.I. brackets including two coats of painting of brackets. a) Plain edge sink with overflow ii) 610 mm X 450 mm X 250 mm PWD schedule 2017vol.II, page no 42/124/item no 5.a.ii

Supplying,fitting and fixing approved brand P.V.C. CONNECTOR whiteflexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia. v) 900 mm long PWD schedule 2017vol.II, page no 43/124/item no 9.v

Supplying, fitting and fixing approved brand 32 mm dia.P.V.C. Waste pipe, with PVC coupling at one end fitted with necessary clamps. PWD schedule 2017vol.II, page no 43/124/item no 10.iv

e) (i) CP Centre hole Basin mixture with regular spout without popupwaste system with 450 mm long braided hoses. (Equivalent to Code No.5167 (B) & Model - FLORENTINE of JAQUAR or similar brand). PWD schedule 2017vol.II, page no 45/124/item no 19e.i

e) (ii) CP Wall Mixture without spout but with provision for connection to Telephone Shower and exposed pipe for Overhead shower (Equivalent to Code No. 5215 & Model - FLORENTINE of JAQUAR or similar brand). PWD schedule 2017vol.II, page no 45/124/item no 19e.ii

Supplying, fitting and fixing complete Bottle waste trap (Heavy Quality) (a) Chromium plated Bottle trap 32 mm with 190 mm long connecting pipeand wall flange (Equivalent to Code No. 545 & Model - Tropical / Sumthing Special of ESSCO or similar brand). PWD schedule 2017vol.II, page no 44/124/item no 15

Supplying, fitting and fixing liquid soap container. (a) Cromium plated. PWD schedule 2017vol.II, page no 82/124/item no 17.a

Supplying, fitting and fixing soap holder. a) PTMT (Prayag or equivalent) PWD schedule 2017vol.II, page no 82/124/item no 18.a

Supplying, fitting and fixing best quality Indian make mirror 5.5 mm thick with silvering as per I.S.I. specifications supported on fiber glass frame of any colour, frame size 550 mm X 400 mm PWD schedule 2017vol.II, page no 82/124/item no 19

Supplying, fitting and fixing Toothbrush and Tumbler holder of approved make of size 140 mm X 65 mm (porcelain). PWD schedule 2017vol.II, page no 82/124/item no 20

Supplying, fitting and fixing towel rail with two brackets. a) C.P. over brass (iii) 25 mm dia. and 750 mm long PWD schedule 2017vol.II, page no 82/124/item no 22.a.iii

Supplying, fitting and fixing porcelain toilet paper holder of approved make with wooden spindle as necessary. (iii) Recess roll type size 150 mm X 150 mm PWD schedule 2017vol.II, page no 82/124/item no 23.iii

Supplying, fitting and fixing bathroom shelf of approved make of size 580 mm X 150 mm (porcelain). PWD schedule 2017vol.II, page no 82/124/item no 25

Supplying, fitting and fixing pillar cock of approved make. a) (ii) CP Pillar Cock Super Deluxe with Aerator - 15 mm. (Equivalent to Code No. 508 & Model No. Tropical / Sumthing Special of ESSCO or similar brand). WBPWD SCH.VOL-II PAGE 45/124 ITEM NO 19.a.ii

Supply of G. I. pipes of TATA make including necessary sockets 15 mmdia WBPWD SCH.VOL-II PAGE 102/124 ITEM NO 1. a.ii

g) CP Sink Cock with Regular Swinging Spout (Table Mounted Model) (Equivalent to Code No. 5357 of JAQUAR or similar brand). WBPWD SCH.VOL-II PAGE 45-46/124 ITEMS NO 9.g

Supplying, fitting and fixing bibcock or stopcock. (a) (i) Chromium plated Bib Cock short body (Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar brand). PWD schedule Vol II 2017, page no 6/124-item 7

Supplying, fitting and fixing stainless steel sink complete with waste fittings and two coats of painting of C.I. brackets b) Sink with drain board 1050 mm X 450 mm X 180 mm PWD schedule Vol II 2017, page no 42/124-item 6

Supplying, fitting and fixing shower of approved brand and make. b.Chromium plated Rose shower with revolving joint and 150 mm long shower arm (Equivalent to Code No. 5489 & Model - Florentine of Jaquar or similar brand). PWD schedule Vol II 2017, page no 3-4/124-item iii.b

Chromium plated Hand shower with Flexible Tube & fittings(Equivalent to Code No. Hsh-1937 & (Equivalent to Code No. 5037 & Model - Florentine of Jaquar or similar).). PWD schedule Vol II 2017, page no 3-4/124-item d.

Hand Shower(Health Faucet) with 1mtr Fexible Tube with Wall Hook(Equivalent to Code No.573 & Model -ALLIED of Jaquar or similar). PWD schedule Vol II 2017, page no 3-4/124-item f.

Chromium plated Bib Cock (angular shape with wall flange)(Equivalent to Code No. 5037 & Model - Florentine of Jaquar or similarbrand). PWD schedule Vol II 2017, page no 6/124-item 7.c

Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes & fittings conforming to IS-15778: 2007 (B) Socket PWD schedule Vol II 2017, page no 30/124-item 2.B

(C) Equal Tee PWD schedule Vol II 2017, page no 30/124-item 2.C

I) Tank connecting nipple 25 mm PWD schedule Vol II 2017, page no 31/124-item. I

(Q) Ball Valve PWD schedule Vol II 2017, page no 33/124-item Q

(U) Male threaded adopter 15mm PWD schedule Vol II 2017, page no 34/124-item U

(V) Female threaded adopter PWD schedule Vol II 2017, page no 34/124-item V

Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. (a) For Exposed Work 15 mm dia PWD schedule Vol II 2017, page no 29/124-item 1.

Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) – Multilayer PWD schedule Vol II 2017, page no 37/124-item 6.b

Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 ii) Double Socketed 3 Meter Length (b) 110 mm PWD schedule Vol II 2017, page no 69/124-item.ii.b

B) Fittings x) Bend 87.5º b) 110 mm PWD schedule Vol II 2017, page no 71/124-item x.b.

Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin- charge. (Payment will be made on centre line measurement of the total pipeline including specials. (ii) 110 mm dia. PWD schedule Vol II 2017, page no 74/124-item 24.A.ii

Add SGST @ 9%

Add CGST @ 9%

Labour cess @ 1%

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