|
| 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 |
| 2 | (a) In ground floor including roof. |
| 3 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel |
| 4 | (a) In ground floor including roof. |
| 5 | R.C.C. Roof slab & beam |
| 6 | Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, inconformity with the Municipal/Corporation Rules for such disposal, loading in to truck and cleaning the site inall respect as per direction of Engineer in charge |
| 7 | Labour for Chipping of concrete surface before taking up Plastering work |
| 8 | Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm 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 polymerised 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 cement and 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 |
| 9 | (I) With application slurry @l.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 cementfor joint filling with pigment |
| 10 | (A) Deep Colour & White -2nd floor- Rs1682+ Rs5 /sqm x 2lift = Rs.1692 |
| 11 | (A) Deep Colour & White -3rd floor- Rsl682+ Rs5 /sqm x 3lift = Rs.1697 |
| 12 | Lifting up bodily (1.5 x 0.9 x 0.9) meters wooden work bench table with drawers or reagent racks along with sink and waste pipe and removing the same outside the room carefully without disturbing or damaging other furniture and resetting again after completion of channel drain construction.2 x 10 = 20 nos |
| 13 | 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 |
| 14 | (B) Wall |
| 15 | 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. |
| 16 | (b) Area of each tile above 0.09 Sq.m |
| 17 | (i) Coloured decorative |
| 18 | (A) Coloured decorative -2nd floor- Rs1093+ Rs5 /sqm x 2lift = Rs.1103.00 |
| 19 | (A) Coloured decorative -3rd floor- Rs1093+ Rs5 /sqm x 3lift = Rs.1108.00 |
| 20 | Removing old scales, blisters etc. of interior surface of walls,ceiling byscraping etc. and preparing smooth and even surface with rendering or cement mortar(1:2) (as necessary), to make the surface suitable for receiving distemper. (Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge) |
| 21 | Applying Interior grade Acrylic Primer of approved quality and brand onplastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC. (In Ground Floor) |
| 22 | (b) Two Coats |
| 23 | i) Water based interior grade Acrylic Primer |
| 24 | Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) : (Two coats) |
| 25 | i) Standard Quality |
| 26 | (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc |
| 27 | (b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc |
| 28 | (A) 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 : |
| 29 | (a) On timber or plastered surface : |
| 30 | With super gloss (hi-gloss) - |
| 31 | (iv) Two coats (with any shade except white) |
| 32 | (b) On steel or other metal surface : |
| 33 | With super gloss (hi-gloss) - |
| 34 | (iv) Two coats (with any shade except white) |
| 35 | Removing old paint from blistered painted surface of steel or other metal by chipping including scraping and cleaning and exposing the origina |
| 36 | Labour for taking out door and window frame including shutter for repair or replacement of different parts of the frame & refixing the same includingmending good all damaes complete. (Concrete and brick work for mending damage will be paid separately) (a) Upto area 2.5 Sq.m |
| 37 | 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 |
| 38 | (ii)Grill weighing above 16 Kg./sq.mtr and above |
| 39 | Supplying solid flush type doors of deluxe decorative (both side) quality, conforming to I:S 2202 timber frame consisting of top and bottom rail and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 27.5mm wide battens places both ways in order to made the door of solid core and internal lipping with teak, mahogony or rose wood approved decorative veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing the shutters in position but excluding the cost of hinges and other fittings in ground floor: |
| 40 | (a) 35mm thick shutters (single leaf)-6 nos-1.20x2.10 m |
| 41 | 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. |
| 42 | 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] |
| 43 | (ii) With 1:4 cement mortar |
| 44 | (b) 15 mm thick plaster(Rs.153+2 xRs4=Rs.157.00) |
| 45 | Labour for fitting and fixing high density poly-ethylene pipes or P.V.C. pipes for above ground work including cost of jointing materials paints etc. fitting and fixing all necessary specials, cutting pipes, making threads, 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 the total pipeline including specials. )(A)Above Ground |
| 46 | a) 15 mm |
| 47 | b)25mm |
| 48 | c) 40 mm |
| 49 | d)50 mm |
| 50 | e) 75mm |
| 51 | f) 100 mm |
| 52 | Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). (A) PVC Pipes |
| 53 | a) 15 mm |
| 54 | b) 25mm |
| 55 | Supply of High Density Poly-ethylene Pipe conforming to IS - 4984-1985(Dia) [PE - 63] A. 6 Kg / Sq.Cm. (Working Pressure) |
| 56 | c) 40 mm |
| 57 | d) 50 mm |
| 58 | e) 75mm |
| 59 | f) 100 mm |
| 60 | Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks, C.P. waste fittings of 32 mm dia., one approved quality brass C.P. pillar cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approved qualityP.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approved quality P.V.C. connectionpipe with heavy brass C.P. nut including mending good all damages and painting the brackets with two coats of approved paint. |
| 61 | (ii) 550 mm X 400 mm size |
| 62 | Supplying, fitting and fixing Anglo-IndianW.C. in white glazed vitreouschina ware of approved make complete in position with necessary bolts, nuts etc. (a) With ’P\" trap (with vent) |
| 63 | Supplying,fitting and fixing approved brand P.V.C. CONNECTORwhiteflexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia.(ii) 450 mm long |
| 64 | Supp1ying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe,with PVC coupling at one end fitted with necessary clamps.(ii) 750 mm long |
| 65 | Supplying, fitting and fixing gunmetal wheel valve of approved brand andmake tested to 21 kg per sq. cm. (for water lines only) |
| 66 | (vii) 25 mm dia |
| 67 | Supplying, fitting and fixing pillar cock of approved make. |
| 68 | f) (i) CP Pillar Cock with 200 mm extended Lever Handle (Equivalent to Code No. 5031 & Model - FLORENTINE of JAQUAR or similar brand). |
| 69 | (Z) Compact Compact Ball Valve with SS Handle For CPVC/ UPVC Fittings. (As per ASTM D 2467, Schedule 80 |
| 70 | i)32mm |
| 71 | ii)40 mm |
| 72 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer |
| 73 | (b) 1000 litre capacity |
| 74 | Labour for hoisting plastic water storage tank. |
| 75 | (i) Upto 1500 litre capacity. |
| 76 | (a) Upto 1st story from G.L. |
| 77 | (b) Extra for each additional story- 112m - l6m = Rs.43x 3 lift = Rs.129.00 |
| 78 | Labour for punching hole in plastic water storage tank upto 50 mm dia |
| 79 | Providing and fixing of false ceiling at all height including providing andfixing of frame work made of specials section, powder pressed from M.S sheet and galvanised with zinc coating of 150gms/sqm...........................allcomplete as per the drawing,specification & directions of Engineer-in-charge but excluding the cost of painting with (ISI Mark on Board) |
| 80 | 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 measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately |
| 81 | Non TATA Raduce Rate-30% |
| 82 | (A) For Exposed Work |
| 83 | (i) 40 mm dia. medium quality (Rs.415- RS.415.00 X 30% )= Rs.290.50 |
| 84 | (ii) 32 mm dia. medium quality(Rs.355- RS.355.00 X 30% )=Rs.248.50 |
| 85 | (iii) 25 mm dia. medium quality(Rs.305- RS.305.00 X 30% )=Rs.213.50 |
| 86 | l25mm. thick Brick work with lst. Class bricks in cement mortar (4:1) inground floor . |
| 87 | Ordinary cement concrete M-20 with graded stone chips (20 mm. size) excluding shuttering & reinforcement. |
| 88 | At 8m-l2m level(Rs.5752.67+ 2x Rs.95=Rs 5942.67 |
| 89 | At 12m-l6m level(Rs.5752.67+ 3x Rs.95=Rs.6037.67 |
| 90 | Hire and Labour charges for shuttering wtth centering and necessary. staging upto 4 mtr. using approved stout props with thick hard wood planks including fitting, fixing and striking out after completing of works. 25-30 min. thick wooden shuttering . |
| 91 | i)25 mm. to 30 mm. thick wooden shuttering as per design and direction ofE.I.C. 8m-12m (Rs.324+2x18=360.00) |
| 92 | ii)25 mm. to 30 mm. thick wooden shuttering as per design and direction ofE.I.C. l2m-16m (Rs.324+3x18=378.00) |
| 93 | Reinforcement for reinforced concrete work in all sorts of structuresincluding distributionbars, 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 anddirection. |
| 94 | (a) For works in foundation and upto roof of ground floor/upto 4 m |
| 95 | (i) Tor steel/Mild Steel |
| 96 | II. Other than SAIL/ TATA/RINL |
| 97 | (ii) Above 4 th floor roof per addl. floor/every , 8 m-12m- (84443.78 +2 x Rs.430 = Rs.85303.78 |
| 98 | (ii) Above 4 th floor roof per addl. floor/every , 8 m-12m- (84443.78 +3 x Rs.430 = Rs.85733.78 |
| 99 | (b) Extra for Staging beyond 4 m [mode of measurement: Area ofunsupported horizontal projection (where staging beyond 4 m is practically unavoidable) x mean height of staging] above initial 4 m. |
| 100 | Near cement punning about 1.5mm thick in wall dado window sills floordrain etc. |
| 101 | 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.Payment 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 erection8 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 |
| 102 | i) For roof truss works |
| 103 | a) Span up to 12 Mtr ( 2nd floor Rs.58832+l.50% of 58832= Rs.59714.48) |
| 104 | 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. (Payment to be made on area of finishedwork) |
| 105 | (i) In Roof:- a) With 0.5 mm thick sheet |
| 106 | Drilling holes of requisite diameter in R.S. joists channels, tees. Platesetc. (a) (I) Dia. above12mm and depth upto 10 mm |
| 107 | Labour for hoisting and placing in proper position (up to 1st floor level) departmental R.S. joists, channels, angles. Tees, plates etc. including fitting and fixing same with bolts and nuts, if necessary (but excluding cost of such bolts and nuts) |
| 108 | (a) Add extra for each additional floor over lst floor.( 2nd foor- Rs.74 x2= Rs.148 |
| 109 | Supplying, fitting, fixing bolts with nuts, washer.(i) 10 to 16 mm dia: |
| 110 | (b) Length above 75 mm and upto 150 mm. |
| 111 | Welding in M.S. structural work with gas or electric: |
| 112 | (b) Continuous weld. |
| 113 | M.S gate of jail type as per approved design made of strong M.S frame work, intermediate stiffeners and round/suare bars or angles, M.S sheet (not less than 14 gauge) gussets, cleat etc. including necessary riveting, bolting, welding, loacking and hanging arrangement fitting and fixing complete as per direction of the Engineer-in-charge. |
| 114 | i) Hydraulic door closer of approved quality as per I.S.I. standard fitted andfixed complete |
| 115 | ii) Godrej Hydraulic door closer fitted and fixed complete. |
| 116 | (a) Heavy type |
| 117 | Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x l0mm x 2mm vertical channels l00mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete. (3.8 m x3.0 =11.40sqm) |
| 118 | (Add extra @ l% for each addl. floor upto 4th floor and @ 1.25% for eachaddl. floor above 4th floor)-3 rd floor-Rs3402x1% x3 = Rs.102.06 |
| 119 | (A) Extra over the corresponding item of collapsible gate for top hung |
| 120 | Supplying profiles of required section made of Aluminium Alloy Extrusions conforming to IS: 732-1983 and IS: 1285- 1975; Annodized (with required film thickness and specified colour / natural) matt finished conforming to IS: 1868-1983 for fabrication of composit door, sliding & casement windows, partitions, formed of basic sections of any ISI embossed / certified make andbrand as per direction of Engineer - InCharge. (Payment will be made on finished length of the work |
| 121 | j) Fixed partitions. (Unsupported length of vertical member upto 1.5 mtr.Height of both ends of vertical member restrained but panels within 0.9 sq.m |
| 122 | i) Top , bottom & side member |
| 123 | ii) Intermediate member. |
| 124 | iii) Glazing clip. |
| 125 | Supplying , fitting and fixing Godrej ultra vertibold brass rim lock |
| 126 | Providing and fixing exterior quality Aluminium Composite Panel (ACP)wall cladding on existing Al. /MS frame work with GI brackets, ACP fixed on the existing frame work by folding the edges of ACP panel (Engraving the rear surface of ACP sheet) with CP angles, cleats and strainless Steel screws forming groves at the periphery of ACP panel. Such grooves filled with foam and silicon sealant etc. complete with all materials (but including the cost of silicon sealant), labour, scaffolding and all other incidental charges complete in all respect as per specification and direction of Engineer- in-charge. (Mode of payment is on finished surface area of ACP |
| 127 | (b) 4mm thick (0.50mm Al.+3.0mm LDPE +0.50mm Al. PVDF coating) |
| 128 | (A) Partition of commercial ply as per design fitted and fixed complete(excluding the supporting framework but including necessary teak wood battens of size 40mmx 25 mmlIn Ground Floor |
| 129 | (iii) 12mm thick |
| 130 | Supplying fitting, fixing decorative lamination conforming to IS: 2046 : 1995as per approved make, brand, finish and thickness with fitting, fixing the same on Particle/MDF / Ply Boards with recommended / approved adhesive with proper clipping the sides for better attachment as per direction of Engineer-incharge.The rate includes the cost of labour, adhesive and allincidental charges thereof. In ground floor |
| 131 | Glossy/Matt/Suede excluding surface texture or metallic lustre. |
| 132 | (i) Thickness of laminate 1.5mm |
| 133 | Wood work in beams and burgahs fitted and fixed in position complete.(Cost for repairing of Damage to be paid separately) |
| 134 | (iii) Local Sal. |
| 135 | Supplying wooden moulding slanting beat of size 37mm X l8mm (finished) of approved design to finish the joint between wooden frame of door/window with masonary in true line and level fitted & fixed with adhesive and head less pins complete as per direction of Engineer -in-charge |
| 136 | a) Teak wood beat |
| 137 | Add GST @18% (CGST@9% + SGST@9%) |
| 138 | Add Cess@1% |
