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| 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 mground floor |
| 2 | 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 bars. (a) In ground floor including roof. |
| 3 | Taking out Mirzapur or glazed porcelain tiles carefully by chiselling from walls or floor including stacking serviceable material as directed. |
| 4 | Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, in conformity with theMunicipal / Corporation Rules for such disposal, loading into truck and cleaning the site inall respect asper direction of Engineer in charge |
| 5 | 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, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. |
| 6 | 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)(a) With earth obtained from excavation of foundation. |
| 7 | (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 8 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 9 | Brick work with 1st class bricks in cement mortar(1:4) (a) In foundation and plinth |
| 10 | 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 groove sfilled with foam and silicon sealant etc. complete with all materials (but including thecost of siliconsealant), labour, scaffolding and all other incidental charges complete in all respect as per specification and directionofEngineer-in-charge. (Mode of payment is on finished surface area of ACP)(b) 4mm thick (0.50mm Al.+3.0mm LDPE +0.50mm Al. PVDF coating) |
| 11 | Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant codes.Gr. Floor |
| 12 | Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thick ness with required bracing for concrete slabs, beams, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to roof of ground floor).9 to 12 mm. thick approved quality ply board shuttering in any concrete work. Gr. Floor |
| 13 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removalof loose rust (ifnecessary),cutting to requisite length, hooking and bending tocorrect shape, placing inproper position and binding with 16gauge black an nealed wireat every intersection, complete as per drawingand direction.(i) Tor steel/Mild steel(a) For works in foundation, basement and upto roof of ground floor /upto 4m.(i) Tor steel/Mild SteelI. SAIL/ TATA/RINL |
| 14 | Supplying,fitting& fixing poly carbonate sheet ofapproved make & brand conforming to IS:14443-1997 and having 50 micron UV protection layer under co-extrusion technology, Fire rating being B-s1 as per EN13501-1 certification, fitted and fixed with 60mm wide aluminium channel section topand bottom member indry-glaze sandwitch system, (unit wt. of top and bottom members: 0.375kg/m&0.69kg/m) of approved brand and profile,EPDM quality rubber gaskets, antidust tape, end closer\\"C\\"channel and 75 mm long Self tapping screwbeing drilled through the centre leg of the bottom section with nuts placed at 300mm apart without any way puncturing the polycarbonate sheet, EPDM Washer 16 mm dia & 3mm thick washer etc complete strictly as per manufacturers specification and direction of Engineer-inCharge. |
| 15 | M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, ............electrodes, gas and hire charge of all tools and plants and labourreqired for the work including all incidental chages such as electricity charges, labour insurance charges etc.....The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additionalfloor or 4m. beyond the initial 8 m. or part thereofi) i) For trusses spanning up to 12.00 ma) Span up to 12 Mtr |
| 16 | (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. |
| 17 | (A) Painting with best quality synthetic enamel paint of approved make and brand etc. on the surface, if necessary :With super gloss (higloss) (b) On steel or other metal surface :(ii) Two coats (white any shade except White) |
| 18 | Supplying, fitting & fixing granite slabs 15mm to 18 mm. thickwith uniform texture & without decorative veins in columns,wall, facia,rise etc. with 15 mm thick [avg] cement mortar(1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) withadmixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of allmaterials, labours, scaffolding, staging, curing and roughening of concrete surface complete.[Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m] In ground floor(b) Area of each Granite slab above 1.00 Square |
| 19 | Supplying and laying true to lineand level Double Charge Vitrified Tiles of approved brandconforming to IS 15622: 2006 (Group BIa) and tested asper IS13630:2006 (relevant parts) [Non-modular sizes for tiles with Water Absorption (av.) ≤ 0.08%] infloor, skirtingetc. set in 20 mm thicks and cementmortar (1:4)bed prepared after application of slurry using 1.75Kg of cement per Sqmover the base and 2mm thick cement slurry using cement@ 2.91Kg./sq mat the backside ofthe tiles and laid over them or tarbed using 0.2kg/sqm of White cement used for joint filling with approved pigment as directed and removal of wax coating of top surface of tileswith warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials,Iabour and all other incidental charges completetrue to the manufacturer's specification and direction of Engineer-in-Charge. (Note: This work should not be executed without specific permission of Superintending Engineer)(a) ln Ground FIoor:(size not Iess than 600mmX 600 mm X 9.5 mm thick) |
| 20 | Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) m....ith all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge.10-12 Micron thickness Annodizing film Natural white [Note : for estimate purpose construction wing may consider weight of 2track Aluminium window @ 5.5 Kg per Sq.M.and 3-track Aluminiumwindow @ 6.5 Kg per Sq.M] |
| 21 | Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987. iv) 5mm thick coloured / tinted / smoke glass. |
| 22 | Supplying & laying 25 mm thick Tiles of any shade of approved quality as per relevant IS code IS: 1237-2012 laid in pattern for footpath,ramp,staircase of public building (over 25 mm thick (Avg) Cement mortar (1:3) & Cement Slurry @ 4.4 kg/Sq.m at back side of Block. Cement for Mortar & Slurry to be supplied by Department). in all respect i.e. with all labour and material. [Border concrete if necessary to be paid separately].Note Sub Grade CBR should not be less than 5. (i) Grey |
| 23 | Providing and fixing at or near ground level precast cement concrete in kerbs (size: 410 mm x 310 mm x width 150 mm at bottom with circular nosing at top) (Nano kerb) of cement concreat M25 Grade without reinforcement, fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-in- Charge including filling of joints with 10 mm thick cement morter (3:1) and back filling the vertical piece properly with earth dulycompacted and curing the morter joints for atleast 3 days including cost andcarriage of all materials complete.Ground Floor |
| 24 | TOTAL: |
| 25 | ADD : GST - 18% (SGST = 9% & CGST = 9%) |
| 26 | ADD : WEST BENGAL LABOUR WELFARE CESS = 1% Please Enable Macros to View BoQ information |
