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| 1 | Page No- 10, Item No- 2b, Box cutting or filling in Road embankment in all sorts ofsoil 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 andsatisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.(ii) Depth above 150mm and upto 300mm. |
| 2 | Page No; 1; Item No; 2(a), Earth work in excavation of foundation trenches ordrains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimmingthe sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm. |
| 3 | Page No; 2; Item No; 4(B), Filling in foundation or plinth by silver sand inlayers 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) |
| 4 | Page No; 14; Item No; 1, Single Brick Flat Soling of picked jhama bricks includingramming and dressing bed to proper level and filling joints with local sand. |
| 5 | Page No; 23; Item No; 1(a), Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion |
| 6 | Page No; 26; Item No; 10(i), Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in groundfloor as per relevant IS codes.(i) Pakur Variety |
| 7 | Page No; 42; Item No;36(A), Hire and labour charges for shuttering with centering andnecessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with requiredbracing 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. |
| 8 | Page No; 43; Item No; 40(II), 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. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m. JSW/JSPL/SRMB/ELECTROSTEEL |
| 9 | Page No; 15; Item No; 7(a)(b), Brick work with 1st class bricks in cement mortar (1:6)(a) In foundation and plinth |
| 10 | Page No; 48; Item No; 6(iii), 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 |
| 11 | Page No; 189; Item No; 1(ii)(b), Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed andraking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excludingcost of chipping over concrete surface](i) With 1:4 cement mortar.(c) 15 mm thick plaster |
| 12 | (b) 20mm thick plaster (i) with 1:6 cement mortar |
| 13 | Page No; 340; Item No; 7, Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 14 | Page No; 104; Item No;13a(i), (a) 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. (Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor)(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. |
| 15 | Page No; 105; Item No; 15, Supplying 1.5mm thick M.S. Sheet fitted and fixed on one both faces of .S./W.I. gate etc. with point welfding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials. |
| 16 | Page No; 13; Item No; 19(ll), Supplying, fitting and fixing PVC pipes for underground work 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 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 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.)PVC Pipes (Dia)200 mm |
| 17 | Page No; 14; Item No; 19, 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). (D) Long Bend (90 Degree)(Dia) |
| 18 | (Dia) (B) Socket (Dia) 200mm. |
| 19 | Page No; 101; Item No; 2(i), M.S. structural works with hollow sections ( square or rectangular shape) conforming to IS: 806-1957 & IS:1161-1958) connected toone 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: 816-1956 & IS: 9595 using electrodes ofapproved make and brand conforming to IS:814- 1957, 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.a) Span up to 12 Mtr. |
| 20 | Page No; 82; Item No; 14(i), 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 |
| 21 | Page No; 200; Item No; 1, (b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces bysand papering etc. |
| 22 | Page No; 200; Item No; 2(b)(iv), (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 :(b) On steel or other metal surface : With super gloss (hi-gloss) -(iv) Two coats (with any shade except white) |
| 23 | Quotation rate, Electrical works |
| 24 | Add 9% SGST + 9% CGST= 12% GST |
| 25 | Add @ 1% loabour welfire cess over (BLD SCH.). Please Enable Macros to View BoQ information |
