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| 1 | Earth work in excavation of foundation trenches of drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing. Spreading or stacking the spils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete. |
| 2 | Earth work in filling in foundation trenches or plinth with good earth. In layers not exceeding 150mm. including watering and ramming etc. layer by layer complete. (Payment to be made on basis of measurement of finished quantity of work). |
| 3 | (ii) With carried earth arranged by the contractor within a radius of 1 km. including cost of carried earth. |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 5 | Cement concrete with graded stone ballast (40mm. Size)excluding shuttering. N.B variety In ground flloor (a) 1:3:6 proportion. |
| 6 | 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. |
| 7 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, 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 inter-section, complete as per drawing and direction. for works in foundation,basement and upto roof of ground floor / upto 4.0m. i. Tor steel / Mild steel |
| 8 | 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) 25 mm to 30 mm shuttering without staging in foundation |
| 9 | Above PL |
| 10 | Brick work with 1st class bricks in cement mortar (6:1) In foundation and plinth |
| 11 | 125 mm. thick brick work with 1st class bricks in cement mortar (4:1) in ground floor. |
| 12 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 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 required for the work including all incidental chages such as electricity charges, labour insurance charges etc. |
| 13 | 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. (ii) 35 mm. thick |
| 14 | Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints or roughening of concrete surface, including throating, nosing and drip course where necessary (ground floor).a) with 6:1 cement mortar i) 20 mm. thick plaster (outer Portion) |
| 15 | b) with 6:1 cement mortar i) 15 mm. thick plaster (outer Portion) |
| 16 | c ) ii) 10 mm. thick plaster(with4:1 cement mortar) |
| 17 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. |
| 18 | M.S. or W.I. ornamental grill of approved design joints continuously welded with M.S., W.I. flats and bars for windows ,railing etc. fitted and fixed with necessary screws and lugs in ground floor. |
| 19 | Applying decorative cement based paint of approved quality……etc. |
| 20 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the . . . . . . . . . . . . of concrete surface, if necessary or by synthetic adhesive & grout materials etc.(B) WallWith 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 (a) Area of each tile upto 0.09 Sq.m |
| 21 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the . . . . . . . . . . . . of concrete surface, if necessary or by synthetic adhesive & grout materials etc.(A) FloorWith Sand Cement Mortar (1:4) 20 mm thick & 2 mm thickcement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @0.20kg/Sq.m(i) Coloured decorative (b) Area of each tile above 0.09 Sq.m |
| 22 | 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 upto 150 mm |
| 23 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 24 | 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 |
| 25 | 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. |
| 26 | Supplying and laying chequered tiles of any shade & of approved quality with (1:1½:3) cement concrete laid in panels or patterns as directed in pavement, footpath etc. including necessary underlay 25 mm thick [avg] cement mortar (1:3) complete in all respect with all labour and materials. [Using cement slurry @ 4.4 kg/Sq.m at back side and @2.4 kg/Sq.m for joint filling] Red Variety(i) 25 mm. thick |
| 27 | Priming one coat on timber, plastered or on steel or other metal surface with synthetic enamel/oil bound prinmer 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 parpering etc. in cluding using of approved putty etc. on the surface , if necessary. |
| 29 | Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 |
| 30 | Supply of G.I pipes with socket.. |
| 31 | Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications. |
| 32 | Supply with PVC Socket with I.S.I mark 40mm dia. |
| 33 | Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets |
| 34 | 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. |
| 35 | Supplying fitting & fixing of Display Board |
| 36 | Supplying fitting & fixing 0.50 H.P crompton pump including instralation charges. |
| 37 | For Electrification purpose |
| 38 | ADD GST 18% |
| 39 | ADD CESS 1% Please Enable Macros to View BoQ information |
