Kolkata Metropolitan Development Authority-KMDA has published Structural Strengthening And Repairing Of Exterior Surface Of Block No . - 1 , 5 And 6 And Other Allied Works At Lake Gardens Super Market Under Scheme No - 114A .. Submission Date for this Tender is 10-02-2021. Civil Work Tenders in Lake Gardens Super Market under Scheme No - 114A. West Bengal. Bidders can get complete Tender details and download the document.
| Name of Work: "Structural strengthening and repairing of exterior surface of Block No.- 1, 5 & 6 and other allied works at Lake Gardens Super Market under Scheme No - 114A. " | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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.\na) In ground floor including roof. | Item 1 | 2 | Cum |
| 2 | 2 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.\nIn ground floor including roof.\n(a) upto 150 mm. thick | Item 2 | 5 | Cum |
| 3 | 3.01 | Dismantling R.C. floor, roof, beams etc. Including cutting rods and removing rubbish as directed within a lead of 75m. Including stacking of steel bars. \na) At ground floor. | Item 3 (a) | 2 | Cum |
| 4 | 3.02 | b) At 1st floor. | Item 3 (b) | 2 | Cum |
| 5 | 3.03 | c) At 2nd floor. | Item 3 (c ) | 2 | Cum |
| 6 | 3.04 | d) At 3rd floor. | Item 3 (d) | 2 | Cum |
| 7 | 4 | Cleaning the concrete surface by removing dirt and debris, marking defective locations and removing loose concrete by careful stripping untill hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer - in - Charge. | Item 4 | 210 | Sqm |
| 8 | 5 | Labour for Chipping of concrete surface before taking up Plastering work. | Item 5 | 210 | Sqm |
| 9 | 6 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | Item 6 | 50 | Sqm |
| 10 | 7 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor with approved H.B netting in every third layer in any floor. | Item 7 | 5 | Sqm |
| 11 | 8 | Brick work with 1st class bricks in cement mortar (1:6)\n(a) In superstructure, ground floor | Item 8 | 1 | Cum |
| 12 | 9 | 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.\n3 mm. thick topping (High polishing grinding on this not permitted with ordinary cement).\nUsing grey cement (i) 35 mm thick\na) At ground floor | Item 9 | 15 | Sqm |
| 13 | 10 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.\nPakur variety | Item 10 | 5 | Cum |
| 14 | 11.01 | 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 roof top as per relevant IS codes. \n(i) Pakur Variety\na) At ground floor | Item 11 (a) | 1 | Cum |
| 15 | 11.02 | b) At 1st floor. | Item 11 (b) | 1 | Cum |
| 16 | 11.03 | c) At 2nd floor. | Item 11 (c ) | 1 | Cum |
| 17 | 11.04 | d) At 3rd floor. | Item 11 (d) | 1 | Cum |
| 18 | 12 | Cement concrete (1:1.5:3) with graded stone chips 5.6 mm size with hexagonal square mesh wire netting, I.R.C. fabric mesh or X.P. M. fitted and fixed after tying the existing reinforcement on concrete without distributing the same and with proper scarping and cleaning the reinforcement and disturbed concrete with wire brush etc. after applying a coat of cement including the cost of wire netting I.R.C or X. P. M. & cost of all handling and scaffolding complete as per direction of Engineer-in -charge.\nc) 37.5mm thick | Item 12 | 210 | Sqm |
| 19 | 13.01 | 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.\n(a) For works in foundation, basement and upto roof of ground floor/upto 4 m\n(i) Tor steel/Mild Steel\nI. SAIL/ TATA/RINL\na) At ground floor.\n | Item 13 (a) | 0.1 | M.T. |
| 20 | 13.02 | b) At 1st floor. | Item 13 (b) | 0.1 | M.T. |
| 21 | 13.03 | c) At 2nd floor. | Item 13 (c) | 0.1 | M.T. |
| 22 | 13.04 | d) At 3rd floor. | Item 13 (d) | 0.1 | M.T. |
| 23 | 14.01 | Hire and labour charges for shuttering with centering and necessary staging upto 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)\n(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.\n(i)At ground floor. | Item 14 (a) | 5 | Sqm |
| 24 | 14.02 | b) At 1st floor. | Item 14 (b) | 5 | Sqm |
| 25 | 14.03 | c) At 2nd floor. | Item 14 (c) | 5 | Sqm |
| 26 | 14.04 | d) At 3rd floor. | Item 14 (d) | 5 | Sqm |
| 27 | 15 | Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed. | Item 15 | 5090 | Sqm |
| 28 | 16.01 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]\n(i) With 1:4 cement mortar\n(a) 10 mm thick plaster\n(i) At ground floor.\n | Item 16 (a) | 50 | Sqm |
| 29 | 16.02 | b) At 1st floor. | Item 16 (b) | 50 | Sqm |
| 30 | 16.03 | c) At 2nd floor. | Item 16 (c) | 50 | Sqm |
| 31 | 16.04 | d) At 3rd floor. | Item 16 (d) | 50 | Sqm |
| 32 | 16.05 | (v) At 4th floor. | Item 16 (e) | 10 | Sqm |
| 33 | 16.07 | (ii) With 1:6 cement mortar\n(a) 20 mm thick plaster\n(i) At ground floor. | Item 16 (f) | 1170 | Sqm |
| 34 | 16.08 | b) At 1st floor. | Item 16 (g) | 1170 | Sqm |
| 35 | 16.09 | c) At 2nd floor. | Item 16 (h) | 1170 | Sqm |
| 36 | 16.1 | d) At 3rd floor. | Item 16 (i) | 1170 | Sqm |
| 37 | 16.11 | (v) At 4th floor. | Item 16 (j) | 410 | Sqm |
| 38 | 17 | Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.\nNOTE:Cement 0.152 cu.m per100 sq.m. | Item 17 | 150 | Sqm |
| 39 | 18.01 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key tones (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.\n(A) Floor\nWith 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.\n(a) Area of each tile upto 0.09 Sq.m\n(i) Coloured decorative | Item 18 (a) | 50 | Sqm |
| 40 | 18.02 | (B) Wall\nWith 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.\n(a) Area of each tile upto 0.09 Sq.m\n(i) Coloured decorative | Item 18 (b) | 110 | Sqm |
| 41 | 19 | Supplying , fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap.\n(Payment to be made on area of finished work).\n(i) In Roof:-\na) With 0.5 mm thick sheet | Item 19 | 195 | Sqm |
| 42 | 20 | M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete.\nPayment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. \n a) Span up to 12 Mtr | Item 20 | 2.35 | M.T. |
| 43 | 21 | M.S. structural works in columns, beams etc. with simple rolledstructural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.\nPayment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof.\nI) For structural members of specified sections weighing less than22.5 Kg./m | Item 21 | 0.3 | M.T. |
| 44 | 22 | M.S. works in brackets made from flats, angles, tees etc. to sizes specialy bent, twisted, forged; making holes drilled and fitted to rafter of trusses with necessary bolts, nuts, washer or screws etc.\n(length of straight not less than 230 mm) | Item 22 | 2 | Qntl. |
| 45 | 23.01 | Welding in M.S. structural work with gas or electric \n(a) Tack weld | Item 23 (a) | 1000 | Nos. |
| 46 | 23.02 | b) continuous weld | Item 23 (b) | 1000 | Mtr. Run |
| 47 | 24 | Cleaning the exposed reinforcement preferably upto full diameter by wire brush, applying two coats of polymer based rust removing compound left for 24 hours, removing the coating and then applying two (2) coats of polymer modified anti corrosive protective coating formulated to inhibit the corrosion of reinforcement as per manufacturer's specification] [Mode of measurement:The affected surface area of reinforcement shall be considered for payment]. | Item 24 | 30 | Sqm |
| 48 | 25 | Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's specification. | Item 25 | 5090 | Sqm |
| 49 | 26 | Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer's specified time as per manufacturers specification. (0.4 Kg / m² of concrete surface).\nNote: Applicable only when the full diameter of reinforcement steel is exposed. | Item 26 | 210 | Sqm |
| 50 | 27 | 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. \n(i) Grill weighing above 16 Kg./sq.mtr and above | Item 27 | 1.5 | Qntl. |
| 51 | 28 | Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials. | Item 28 | 7 | Sqm |
| 52 | 29 | Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame\nexluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals).\n(a) Sal : Malayasian \n(i) At ground floor | Item 29 | 0.1 | Cum |
| 53 | 30 | 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.\nIn ground floor.\n(i) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm.\n(a) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. \n(i) At ground floor. | Item 30 | 3 | Sqm |
| 54 | 31 | Supplying, Fitting & Fixing Factory made prelaminated P.V.C. door frame of size 50 mmx47 mm with a wall thickness of 5 mm, made out of extruded 5 mm Prelaminated PVC sheet miter cut at two corners and joined with two nos of 1.5 m long brackets of 15 mm x15 mm M.S. square tube. The two vertical door profiles are to be reinforced with 19 mmx 19 mm M.S. Square tube of 19 gauge, weather seal to be provided through out the frame. The door frame shall be fixed with the wall using 65/100 mm M.S. Screws through the frame by using P.V.C fasteners. A minimum of 4 Nos of screws to be provided for each vertical member and minimum 2 Nos for horizontal member etc. complete as per Manufacturer?s specification and direction of Engineer-in-Charge. | Item 31 | 20 | M |
| 55 | 32 | Supplying, Fitting & Fixing 30 mm thick Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail. Paneling of 5 mm th. both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner sideand joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in- charge.\nIn ground floor.\na) At ground floor | Item 32 | 8 | Sqm |
| 56 | 33.01 | Uprooting and removing plants from the surface of\nwalls parapet etc and making good damages.\n(Repairing of damages to be paid separately).\n(a) Small plant of girth of exposed stem upto 75 mm. lift upto roof of 3rd floor. | Item 33 (a) | 75 | Nos. |
| 57 | 33.02 | (b) Medium size plant of girth of exposed stem above 75 mm. but not exceeding 150 mm. lift upto roof of 3rd floor. | Item 33 (b) | 25 | Nos. |
| 58 | 34.01 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer’s specification and as per direction of the EIC.\nIn Ground Floor:\n(a) One Coat\n(i) At ground floor. | Item 34 (a) | 1170 | Sqm |
| 59 | 34.02 | b) At 1st floor. | Item 34 (b) | 1170 | Sqm |
| 60 | 34.03 | c) At 2nd floor. | Item 34 (c) | 1170 | Sqm |
| 61 | 34.04 | d) At 3rd floor. | Item 34 (d) | 1170 | Sqm |
| 62 | 34.05 | (v) At 4th floor. | Item 34 (e) | 410 | Sqm |
| 63 | 35.01 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer’s specification and as per direction of EIC 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.\nIn Ground floor (Two Coat)\na) Premium 100% Acrylic Emulsion\n(i) At ground floor. | Item 35 (a) | 1170 | Sqm |
| 64 | 35.02 | b) At 1st floor. | Item 35 (b) | 1170 | Sqm |
| 65 | 35.03 | c) At 2nd floor. | Item 35 (c) | 1170 | Sqm |
| 66 | 35.04 | d) At 3rd floor. | Item 35 (d) | 1170 | Sqm |
| 67 | 35.05 | (v) At 4th floor. | Item 35 (e) | 410 | Sqm |
| 68 | 36 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. | Item 36 | 185 | Sqm |
| 69 | 37 | Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. | Item 37 | 245 | Sqm |
| 70 | 38 | 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 :\nOn steel or other metal surface :\nWith other than hi-gloss of approved quality-\n(i) Two coats (with any shade except white) | Item 38 | 185 | Sqm |
| 71 | 39 | 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 :\n(a) On timber or plastered surface :\nWith other than hi-gloss of approved quality-\n(i) Two coats (with any shade except white) | Item 39 | 245 | Sqm |
| 72 | 40 | White washing including cleaning and smoothening surface thoroughly. \nAll floors :\n(a) Three coats (on new works only). | Item 40 | 250 | Sqm |
| 73 | 41 | 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. | Item 41 | 140 | Cum |
| 74 | 42.01 | Supplying, fitting and fixing PVC pipes of approved make of (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). 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, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground.\n(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. Payment for painting will be made seperately)\n(a) For Exposed Work PVC Pipes\n(Dia)\na) 15 mm | Item 42 (a) | 50 | M |
| 75 | 42.02 | b) 20 mm | Item 42 (b) | 15 | M |
| 76 | 42.03 | c) 25 mm | Item 42 (c) | 10 | M |
| 77 | 42.04 | d) 32 mm | Item 42 (d) | 10 | M |
| 78 | 42.05 | e) 50 mm | Item 42 (e) | 10 | M |
| 79 | 43.01 | Supplying, fitting and fixing G.I. pipes of TATA make 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, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line\nmeasurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will\nbe made seperately)\n(A) For Exposed Work\n(i) 15 mm dia. medium quality | Item 43 (a) | 2 | M |
| 80 | 43.02 | (ii) 20 mm dia. medium quality | Item 43 (b) | 2 | M |
| 81 | 43.03 | iii) 25 mm dia. medium quality | Item 43 (c) | 2 | M |
| 82 | 43.04 | (iv) 50 mm dia. medium quality | Item 43 (d) | 2 | M |
| 83 | 44.01 | Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.).\n(i) 25 mm dia | Item 44 (a) | 2 | Nos. |
| 84 | 44.02 | (ii) 50 mm dia | Item 44 (b) | 1 | No. |
| 85 | 45 | Taking out rain water down pipe. | Item 45 | 950 | M |
| 86 | 46 | 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 materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete.\nA) UPVC Pipes:\n(i) 110 mm. Dia. | Item 46 | 620 | M |
| 87 | 47 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 | Item 47 (a) | ||
| 88 | 47.01 | (A) (i) Single Socketed 3 Meter Length\n(a) 110 mm\n | 330 | M | |
| 89 | 47.02 | B) Fittings\ni) Door Tee\n(a) 110 mm | Item 47 (b) | 15 | Nos. |
| 90 | 47.03 | ii) Double Y with Door\n(a) 110 mm | Item 47 (c) | 15 | Nos. |
| 91 | 47.04 | iii) Cross Tee with Door\n(a) 110 mm | Item 47 (d) | 312 | Nos. |
| 92 | 47.05 | iv) Bend 87.5º\n(a) 110 mm | Item 47 (e) | 208 | Nos. |
| 93 | 47.06 | v) Vent Cowl\n(a) 110 mm | Item 47 (f) | 78 | Nos. |
| 94 | 47.07 | vi) Door Bend (LH) & (RH)\n(a) 110 mm | Item 47 (g) | 624 | Nos. |
| 95 | 47.08 | vii) Pipe Clip\n(a) 110 mm | Item 47 (h) | 950 | Nos. |
| 96 | 47.09 | viii) Solvent Cement 250 ML | Item 47 (i) | 40 | 250 ML |
| 97 | 48 | 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 Engineer-in-charge. (Payment will be made on centre line measurement of\nthe total pipeline including specials.\nA)Above ground\ni) 110 mm dia. | Item 48 | 330 | M |
| 98 | 49 | Supplying, fitting and fixing bib cock or stop cock.\n(a) PTMT (Polytetra Bib Cock / Stop Cock ( Prayag or equivalent)\n15 mm | Item 49 | 10 | Nos. |
| 99 | 50.01 | Supplying, fitting and fixing bib cock or stop cock.\n(a) (i) Chromium plated Bib Cock short body (Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar brand).\n | Item 50 (a) | 5 | Nos. |
| 100 | 50.02 | (b) (i) Chromium plated Stop Cock (Equivalent to Code No. 513(A) & 513(B) & Model - Tropical / Sumthing Special of ESSCO or similar | Item 50 (b) | 9 | Nos. |
| 101 | 51 | Supplying, fitting and fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make in position complete excluding 'P'\nor 'S' trap (excluding cost of concrete for fixing).\n(i) 530 mm X 410 mm | Item 51 | 4 | Nos. |
| 102 | 52 | Supplying,fitting and fixing cast iron 'P' or 'S' trap conformimg to I.S. 3989/ 2009 and 1729/ 2002 including lead caulked joints and painting two\ncoats to the exposed surface. (Painting to be paid seperately).\n(A) 'S' Trap\n(i) 100 mm | Item 52 | 4 | Nos. |
| 103 | 53 | Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make in position with brass screws on 75\nmm X 75 mm X 75 mm wooden blocks complete.\n(i) 470 mm X 280 mm X 340 mm | Item 53 | 8 | Nos. |
| 104 | 54 | Wash basin vitreous china of approved make (without fittings) supplied,fitted and fixed in position on 75mm X 75 mm X 75 mm wood blocks and C.I. brackets including two coats of painting of C.I. brackets.\n(i) 550 mm X 400 mm size | Item 54 | 1 | No. |
| 105 | 55 | Supplying, fitting and fixing bevelled edged mirror 5.5 mm thick silver red as per I.S. 3438 / 1965 together with brass C.P. hinges.\n(i) 600 mm X 450 mm | Item 55 | 1 | No. |
| 106 | 56 | Supplying,fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia.\n(iii) 600 mm long | Item 56 | 1 | No. |
| 107 | 57 | Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps.\n(i) 600 mm long | Item 57 | 9 | Nos. |
| 108 | 58 | Construction of Yard gully Pit of size 450 mm x 350 mm x 500 mm average depth [inside measurement] with 250 mm thick 1st class brick work in cement mortar[6:1] and bottom of the pit consisting of 75 mm thick jhama concrete[1:3:6]over a 1st class picked jhama brick flat soling including supplying, fitting and fixing 3 Mt. load capacity R.C.P.C. grating [Frame - 540 mm x 100 mm, cover 450 mm x 50 mm, weight approximate 47 kg] with cement concrete 1:2:4 with pakur variet stone chips and 15 mm thick pastering to inside and outside wall upto G.L., making invert with cement concrete1:3:6 with jhama khoa and 20 mm thick plaster in 4:1 to invert including 1.5 mm thick neat cement punning to all inside of the pit and top of the pit, complete as per direction of Engineer-in-Charge.\n | Item 58 | 24 | Nos. |
| 109 | 59.01 | Supplying & laying Double Wall Corrugated (with external annular corrugation and smooth internal walls) High Density Polyethelene Pipes conforming to IS 16098 (Part-II):2013 having Stiffness Class of SN 8 with Ring Stiffness not less than 8.00 KN/Sqm. and Impact Resistance TIR value not more than 10% including necessary jointing materials for nonpressure underground Drainage, Sewerage & Cross drainage application.\n(i) 300 mm internal dia. | Item 59 (a) | 6 | M |
| 110 | 59.02 | (ii) 200mm internal dia. | Item 59 (b) | 15 | M |
| 111 | 59.03 | (iii) 150mm internal dia. | Item 59 (c) | 15 | M |
| 112 | 60 | Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling,15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 3 M.T. R.C.P.C. manhole cover with frame of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials.\ni) With Pakur variety. (SAIL/TATA/RINL) | Item 60 | 2 | Nos. |
| 113 | 61 | Ready to use Non-Shrink, Cementious Micro Concrete (SIKA REP MICROCONCRETE-4) excluding Stone Chips, Shuttering and Reinforcement.\nFOR ALL FLOORS: (This item should be used as per decision and direction of Engineer-in-Charge).\n | Item 61 | 1 | Cum |
| 114 | 62 | Supplying, fitting and fixing reinforcement bar in existing foundation with necessary mechanical drill machine, bar to be grouted with fiser or hilti compounnd ( Excluding cost of reinforcement) 16mm dia. | Item 62 | 20 | Nos. |
| 115 | 63 | Fixing of shear reinforcement over concrete surface with necessary drilling and bar should be grouted with fiser or hitli compound 8mm dia. | Item 63 | 75 | Nos. |
| 116 | 64 | Labour for cutting R.C.core concrete through mechanical cutter up to depth of 150mm x 150mm X 150mm. | Item 64 | 10 | Nos. |
| 117 | 65 | Add GST @ 12% on Total amount over item No. 1 to 64 =Rs.3968507.22 | Item 65 | 3.96851e+06 | Percentage |
| 118 | 66 | Add Labour Welfare Cess @ 1% on Total amount over item No. 1 to 65, Rs 4444728.09 | Item 66 | 4.44473e+06 | Percentage |
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