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| 1 | 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) 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 (i)20 mm dia |
| 2 | (ii) 32 mm dia. |
| 3 | (iii) 50 mm dia. |
| 4 | (iv) 100 mm dia. |
| 5 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (a) 3000 litre Capacity |
| 6 | Labour for hoisting plastic water storage tank.( Above 1500 litre and Upto 5000 ltr Capacity) |
| 7 | 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 75m as directed.The items includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, balling out water as required complete (a) Depth of excavation not exceeding 1.500mm. |
| 8 | Filling in foundation or plinth by fine 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) |
| 9 | Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with powered earth or local sand. |
| 10 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20mm. Size) excluding shuttering and reinforcement, if any, in ground floor. (a) Pakur Variety |
| 11 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups binders etc including supply of rods. Intial 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 inter-section, complete as per drawing and direction.Brand of JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL |
| 12 | Hire and labour charges for shuttering with certreing and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor). (When the height of a particular floor is more than 4m. the equivalent floor ht. hall be taken as 4m. and extra for works beyond the intial 4m. ht. shall be allowed under 12(e) for every 4m.(a) 25mm. to 30mm. thick wooden shuttering as per decision & direction of Engineer-in-charges. |
| 13 | 250 mm th 1st class Brick work in cement morter (4:1) in foundation and plinth. |
| 14 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rouding off or chamfering corners as directed and raking out joints or rougening of concrete surface, including throating, nosing and drip course where necessary (ground floor), (ii) With (4:1) cement mortar, (b) 15mm. thick plaster. |
| 15 | Neat Cement Punning about 1.5 mm th to wall dado etc.. |
| 16 | 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. |
| 17 | Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer\"s specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contractor.(I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment. |
| 18 | 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.in gr. floor |
| 19 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.in gr. Floor |
| 20 | 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. in gr. floor |
| 21 | Repairing crack in wall by cement grouting (1 : 2) includingwidening the crack on the surface (into V section) cleaning and packing the same with cement mortar (1 : 2) and finishing off to match with adjacent surface. (Cement-69 Kg/100 m) |
| 22 | Supplying, fitting and fixing alloy iron with brass spindle bib cock/stop cock of approved brand and make, spray painted and tested to 21 kg per sq. cm. 20 mm |
| 23 | Artificial stone in floor, dado, staircase etc with cementconcrete (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. At 1st floor. |
| 24 | Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). (i) 100 mm dia |
| 25 | Compact Ball Valve with SS Handle For CPVC/ UPVC Fittings.(As per ASTM D 2467, Schedule 80) ii) 50 mm dia |
| 26 | iii) 20 mm dia |
| 27 | ( a )1st class brick work (6:1) in sand cement morter in superstructure gr. floor in/ all complete. |
| 28 | 125 mm th. 1st class brick work with sand cement morter (4:1) in/c all complete. In gr. Floor |
| 29 | Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L.and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stonechips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C.manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia. |
| 30 | GST 18% =Rs. |
| 31 | Labour Cess 1 %= Rs. |
