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| 1 | [Ref- S & P Schedule, Page No. 49, Item No. 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. (a) For depth upto 150 metre. (i) 40 mm dia. boring etc. |
| 2 | [Ref- S & P Schedule, Page No. 53, Item No. 9] Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets. (i) 40 mm dia. |
| 3 | [Ref- S & P Schedule, Page No. 53, Item No. 10] Supplying, fitting and fixing plug of approved make conforming to I.S. specifications. (i) 40 mm dia. |
| 4 | [Ref- S & P Schedule, Page No. 52, Item No. 6] Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications. (i) 40 mm dia. |
| 5 | [Ref- S & P Schedule, Page No. 13, Item No. 19(III)] 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 (Dia) 40mm |
| 6 | [Ref- S & P Schedule, Page No. 14, Item No. 54 ] Supplying, fitting and fixing popular Maya pump no-6 or similar. (i) For 40 mm dia. tube well |
| 7 | [Ref- S & P Schedule, Page No. 52, Item No. 6] Supplying, fitting and fixing chech valve (vertical) G.M. tested to 21 kg per sq. cm. (v) 40 mm. |
| 8 | 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. |
| 9 | Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with 'V' notch including hire and labour charges for all tools and plants and scaffolding as required. |
| 10 | Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction. |
| 11 | [Ref- S & P Schedule, Page No. 3, Item No. 2] Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary accessories,specials viz.socket, bend, tee, union, cross, elbow, nipple, short piece etc.including cost of all materials,jointing materials ,cutting pipes,making threads,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I. pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.Payment for painting will be made seperately) (v) 40 mm dia. medium quality |
| 12 | [Local Market L.S. Rate] Construction of PCC Platform 1.2m x 1.2m size including outer side 125mm brick work 75mm height with with foot rest and connecting drain upto 1m etc completed with floor plaster, neat cement punning and necessary earth work all complete. |
| 13 | [Ref- Item No. 6)a, Page No. 11] 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. |
| 14 | [Ref- Item No. 10, Page No. 11] 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. |
| 15 | [Ref- Item No. 8, Page No. 11] Taking out carefully G.C.I. or C.I. or asbestos sheets (including ridges etc.) from roof or wall after unscrewing bolts, nuts, screws etc. and stacking the material at site as directed. |
| 16 | [Ref- Item No. 30, Page No. 152] Labour for taking out door and window frame including shutter for repair or replacement of different parts of the frame & refixing the same including mending good all damaes complete. (Concrete and brick work for mending damage will be paid separately) (a) Upto area 2.5 Sq.m |
| 17 | [Ref- Item No. 4, Page No. 24 >> 3rd Corrigenda- Sl No. 27, Page No. 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. (b) River bazree |
| 18 | [Ref- Item No. 4, Page No. 24 >> 3rd Corrigenda- Sl No. 26, Page No. 12-13] 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 codes. (ii ) River Bazree |
| 19 | [Ref- Item No. 40, Page No. 43 >> 10th Corrigenda Page No. 1] 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. For works in foundation and upto roof of ground floor/upto 4 m. Tor steel/Mild Steel, III. OTHER MANUFACTURERS NOT SPECIFIED. |
| 20 | [Ref- Item No. 36, Page No. 42-43] 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) f) 25 mm to 30 mm shuttering without staging in foundation. |
| 21 | [Ref- Item No. 36, Page No. 42] 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) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. |
| 22 | [Ref- Item No. 16, Page No. 16 >> 3rd Corrigenda- Sl No. 8, Page No. 3] 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. |
| 23 | PWD Building SCHEDULE, Page - 7 / Item No. - 15) iv) (3rd Corrigenda) ]Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth |
| 24 | [Ref- Item No. 6, Page No. 48 >> 3rd Corrigenda- Sl No. 4, Page No. 22-23] 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. Using grey cement. (iii) 35 mm. thick. |
| 25 | [Ref- Item No. 1, Page No. 189 >> 3rd Corrigenda- Sl No. 1, Page No. 49-50 ]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] ii) With 1:4 cement mortar a) 15 mm thick plaster. |
| 26 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE: Cement 0.152 cu.m per100 sq.m. |
| 27 | [Ref- Item No. 35)A, Page No. 64 >> 3rd Corrigenda- Sl No. 22, Page No. 34-35] 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. (A) Floor With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles usingcement @ 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. |
| 28 | [Ref- Item No. 35)B, Page No. 64 >> 3rd Corrigenda- Sl No. 22, Page No. 34-36] 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. |
| 29 | [Ref- Item No. 16, Page No. 105] M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge. |
| 30 | [Ref- Item No. 13 , Page No. 104 >> 3rd Corrigenda- Sl No. 10, Page No. 91] 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. |
| 31 | PWD Building SCHEDULE, Page - 200/Item No. -1. 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. On steel or other metal surface : With super gloss (hi-gloss) - Two coats (with any shade except white) |
| 32 | PWD Building SCHEDULE, Page - 200 / Item No. - 2. b) iv) 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 : On steel or other metal surface : With super gloss (hi-gloss) - Two coats (with any shade except white) |
| 33 | [Ref- Item No. 15, Page No. 197] Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification. In Ground floor: Two coats. |
| 34 | [Ref- Item No. 1, Page No. 117] 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. (iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm. (b) Sishu, Gamar, Champ, Badam, Bhola, Mogra, Hallak. |
| 35 | [Ref- Item No. 2A, Page No. 101 >> 3rd Corrigenda- Sl No. 3, Page No. 85-86] 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 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 roof truss works. a) Span up to 12 Mtr |
| 36 | [Ref- Item No. 9), Page No. 81] Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor) (i) In Roof:- a) With 0.60 mm thick sheet. |
| 37 | [Ref- Item No. 10), Page No. 81] Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping) (A) 300 mm lapping each way a) With 0.60 mm thick sheet. |
| 38 | [PWD S & P Schedule,Page - 29 / Item No. -20] 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. For Exposed Work CPVC Pipes Class-2,SDR-13.5 From Storage Tank to Stand Post. 25 mm (dia) for supply connection. |
| 39 | [PWD S & P Schedule, Page - 7 / Item No. -7. f(ii)] Supplying, fitting and fixing bib cock or stop cock. Polythene Bib Cock / Stop Cock with plastic inlet (EMCO / ATLAS or equivalent) 15mm. |
| 40 | [Item No. 10 , Page No: 221 (As per building schedule) [With effect from 01.11.2017] Supplying, fitting, fixing G.I chain link fencing 75 mm x 75 mm mesh 12 g wire to the R.C.C or wooden posts with galvanised hooks or staples etc. complete as per direction. |
| 41 | [Page No-240, Item No- 3.16 (i)] Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm. |
| 42 | [Page- 247 Item No- 4.09(iv)] Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iv) For Construction of Sub Base by compacting river bed materials. |
| 43 | [Local Market L.S. Rate] General information chart (approx size of 3'x2') in front side wall of the proposed project, including Painting, Lettering, etc complete as per direction. |
| 44 | GST 18% |
| 45 | Cess 1% Please Enable Macros to View BoQ information |
