|
| 1 | Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore (e) For depth upto 150 metre for 80 mm dia. tube well wuth top enlargement of 150 mm dia (ii) 150 mm dia. boring etc. top enlargement |
| 2 | (i) 80 mm dia. boring etc. |
| 3 | Supplying, fitting and fixing PVC pipes for underground work ofapproved make of Schedule 80 (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 including cost of all materials ,jointing materials, cutting pipes,making threads ,cutting trenches upto 1.5 metre below surface in all sortsof soil and refilling the same as directed complete in all respect. (Paymentwill be made on the centre line measurement of the total pipe lineincluding all specials No separate payment will be made for accessories,specials.) PVC Pipes (Dia)125 mm |
| 4 | (Dia) 80 mm |
| 5 | (Dia) 40 mm |
| 6 | Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications. (iii) 80 mm dia. |
| 7 | Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (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. (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). (a) For Exposed Work PVC Pipes (Dia) 32mm |
| 8 | (Dia) 25mm |
| 9 | (Dia) 20 mm |
| 10 | (Dia) 15mm |
| 11 | 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). ( K) End Plug |
| 12 | (L) Reducing Socket (mm X mm) |
| 13 | Supplying, fitting, and fixing G.I. cap at top, 150 mm. |
| 14 | Housing clamp of M.S. plate of 25 mm width and 20mm thick. With arms extended on both side upto 0.30m length (each side) with two drilled holes on both side for insention of total 4 nos M.S. nuts & bolt of 75 x 20 mm dia size with M.S washer etc complete for holding 100 mm dia pipe. |
| 15 | 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) (A) For Exposed Work (j) (i) 125 mm dia. medium quality ( N.B. The rates for supply of non TATA but I.S.I. marked G.I. pipes and fittings will be arrived at by reducing the corresponding rates for TATA pipes and fittings by 20%.) |
| 16 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer , (d) 2000 litre capacity |
| 17 | Labour for hoisting plastic water storage tank. (b) Extra for each additional story (ii) Above 1500 litre upto 5000 litre capacity. |
| 18 | Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes & fittings conforming to IS-15778: 2007 (Z) Compact Compact Ball Valve with SS Handle For CPVC/ UPVC Fittings. (As per ASTM D 2467, Schedule 80) (Dia) 32mm |
| 19 | (Dia) 25mm |
| 20 | PTMT (Polytetra Bib Cock/ Stop cock (Prayag or Equivalent). |
| 21 | Supplying fitting fixing approved make Submersible Motor Pump set (ISI Mark) of capacity 3HP without control panel including transportation at site. |
| 22 | Supplying of upto 3HP Control Panel for submerssible Pump (To be paid as per actual voucher) |
| 23 | Supplying of PVC sheathed cable with electrolytic grade annealed copper conductor having 3 core (4 sqm) flat for submerssible pump motor in/c all necessary cost. |
| 24 | Wiring with 1.1 KV grade single core PVC insulated stranded Copper wire in E1 conduit/G1 conduit and painting 2 x 2.5 sqm. Wire in 19 mm conduit incl. S & F 1 x 14 SWG G1 ECC. |
| 25 | Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete |
| 26 | Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessaryarrangements for testing the yield in gallons per hour with 'V' notchincluding hire and labour charges for all tools and plants and scaffolding as required. |
| 27 | Labour for making arrangement for showing verticality test including the cost for hire charges of tools and plants, scafolding, labour etc. allcomplete. |
| 28 | Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labourcharges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction. |
| 29 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. In ground floor including roof. (a) upto 150 mm. thick |
| 30 | 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. a) In 1ST floor including roof. |
| 31 | Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof. |
| 32 | Earthwork in excavation of foundation trenches or drains or septic tanks, soak wells etc. in all sorts of soil (including mixed soil but excluding laterite and sand stone ) including removing spreading or stacking the spoils within a lead of 75 metre as per direction. Depth of excavation not exceeding 1.5meter. |
| 33 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 15 cm. Including watering and ramming etc. layer by layer, complete. With earth obtained from excavation of foundation. |
| 34 | Filling in foundation or plinth by sand in layers not exceeding 15 cm as directed and consolidating same by through saturation with water and ramming complete including cost of sand. By Fine sand. |
| 35 | Supplying and laying Polythene sheet over damp proof course or below flooring or roof terracing or in foundation trenches |
| 36 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 37 | 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. a) Pakur Variety |
| 38 | Ordinary cement concrete (Mix 1:1.5:3) with graded stone chips (20 mm down) excluding shuttering and reinforcement, If any as per IS 456 - 2000. With Panchami variety. A. For foundation and upto Ground Floor roof level. |
| 39 | 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) cuttings 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. Tor steel/Mild steel, For the work in foundation, basement and up to roof of ground floor/4.00 m JSW / JSPL /SHYAM /SRMB /BMASL /ELECTROSTEEL /SSL.( Tor Steel Rods/HYSD/Fe 415/Fe 500/Fe 500D. ). (b)Add extra over the rate of ground floor/initial 4 m for each basement floor and each additional floor below/ above ground floor. (i) Upto 4 th floor roof in each addl. floor. |
| 40 | 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 rewuired bracing for concrete slabs, beams, columns, lintels, curved or straight including fitting , fixing and stricking out after completion of works. 25 mm to 30 mm wooden shuttering. A. Upto Ground floor roof level. |
| 41 | B. 25 mm to 30 mm shuttering without staging in foundation etc. |
| 42 | Brick work with 1st class bricks in cement mortar (1:4) (b) In foundation, ground floor |
| 43 | Plaster (to wall, floor, etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints roughening of concrete surface including chipping and application of cement slurry where necessary etc. complete. With 6:1 cement mortar. 20 mm thick plaster. In ground floor.(in side) |
| 44 | 15 mm thick plaster.In ground floor.(out side) |
| 45 | 10 mm thick plaster.In ground floor.(Ceiling) |
| 46 | 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 (iii) 35 mm. thick |
| 47 | Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. |
| 48 | A) Supplying fitting and fixing door frame with M.S. angle as per drawing & direction of required section.The holes for counter sunk machine screw & nuts will be such as to fit 8 to 10 mm Iron screw. The counter sunk nut to be welded . The nuts are to be welded after careful checking with screw.All welding spots should be properly filed or rounded smooth including cost of welding hinges for hinge cleats , lugs for hasp bolt, socket bolt etc. and necessary M.S. clamps of 25mm x 6mm flat 225mm long as per direction welded to the frame fitted and fixed in position excluding cost of concrete. |
| 49 | Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. B. Openable steel windows as per I.S. sizes with side hung shutters and horizontal glazing bars, with or without fixed type ventilators (the extra rate admissible for the Openable portion only). Side or centre hung windows or ventilators as per I.S.Extra for Central hunges / Extra for side hung |
| 50 | C.(viii) M.S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M.S. flats and bars. |
| 51 | Supplying 1.5 mm 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 150 mm apart completein all respect as per design in cluding cost of all labour and materials. |
| 52 | Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm 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. In ground floor. |
| 53 | Iron butt hinges of approved quality fitted and fixed with steel screws with ISI mark. 100 mm x 75 mm x 3.50 mm. |
| 54 | Anodised alluminium Barrel / Tower / Socket bolts (full covered) of approved quality manufactured from extrude section conforming to I.S. 204 / 74 fitted and fixed with cadmium plated screws. (v) 150mm long x 12mm dia. bolt. |
| 55 | Anodised aluminium D-Type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/ 72 ) fitted and fixed complete. With continuous plate base (Hexagonal / round rod) 150 cm x 12 mm dia. |
| 56 | Iron hasp bolt of approved quality fitted and fixed complete (oxidized) with 16 mm. dia rod with centre bolt and round fitting, 300 mm long. |
| 57 | White washing including cleaning and smoothening surface thoroughly. All floors : (c) Three coats (on new works only). |
| 58 | 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. One Coat. |
| 59 | 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.(Two Coat), Normal Acrylic Emulsion |
| 60 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 61 | 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 : (b) On steel or other metal surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white) |
| 62 | Supply, fitting and fixing of 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, fittings, 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. 15 mm dia. TATA medium |
| 63 | 25 mm dia. TATA medium |
| 64 | 50 mm dia. TATA medium |
| 65 | (e) PTMT (Polytetra Bib Cock / Stop Cock ( Prayag or equivalent) 15 mm |
| 66 | 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, 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 reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memebrs 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 height 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. i) For trusses spanning up to 12.00 m |
| 67 | 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 finished work). (i) In Roof:- a) With 0.5 mm thick sheet |
| 68 | Aluminium sheet ridging fitted with self tapping screws, EPDM washers etc complete.(Minimum 225mm end lapping). (A) 300 mm lapping each way (b) With 0.91 mm sheet |
| 69 | Construction of Plaque with Brickwork Structure providing letters embossed over Granite Board (900 mm x 1200 mm) & fixing it, Plastering , painting etc complete at site as per drawing , specification and direction of the Executive Engineer |
| 70 | G S T As applicable @ 18% on total work done value ( SL NO. - 1 to 69 ) |
| 71 | Labour Welfare Cess @ 1% on total work done value including G S T ( SL NO. - 1 to70) Please Enable Macros to View BoQ information |
