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| 1 | Sinking of Tube well 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. |
| 2 | (a) For depth upto 150 metre for 40 mm dia. tube well with top enlargement of 100 mm dia. |
| 3 | i) 100 mm dia |
| 4 | ii) 40 mm dia |
| 5 | (b) For depth more than 150 metre for 40 mm dia. tube well with top enlargement of 100 mm dia. |
| 6 | i) 40 mm dia |
| 7 | Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets. (i) 40 mm |
| 8 | Iron butt hinges of approved quality fitted and fixed with steel screws…................vii) 1OOmmx50mmx1.25mm |
| 9 | Supplying high density Polyethine strainer approved make with adapter conforming to I.S. specification.(i) 40 mm dia. |
| 10 | 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). |
| 11 | (a) PVC Pipesi) 40 mm dia |
| 12 | ii) 100 mm dia |
| 13 | b) Reducing Socket (mm X mm) i) 100 X 40 |
| 14 | Collecting sample of water for bacteriological , chemical & arsenic 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. |
| 15 | Building WorksEarth work in excavation of foundation trenches or drains, in all sorts of soil including removing, spreading or stacking the spoils within a lead of 75 m. as directed. a) Depth of excavation not exceeding 1,500 mm. |
| 16 | Earth work in fill ing in foundation trenches or plinth with good earth, !n layers not exceeding ·150 mm.including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) a) With earth obtained from excavation of foundation |
| 17 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity). |
| 18 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 19 | Cement concrete with graded stone ballast (40 mm. size) excluding shuttering. (A) In ground floor and foundation. (a) 1:3:6 proportion |
| 20 | Brick work with 1st class bricks in cement mortar (6:1) a) In foundation and plinth |
| 21 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) |
| 22 | 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. (i) Pakur Variety |
| 23 | Hire and labour charges for shuttering with centreing 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor).b)25 mm to 30 mm thick wooden shuttering as per decision & direction of EIC. |
| 24 | 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 every inter-section, complete as per drawing and direction. JSW/JSPL/SHYAM/ SRMB/BMASL/ELECROSTEEL/SSL |
| 25 | 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 where necessary …..i) in ground floor |
| 26 | i) With 1:4 cement mortar15 mm thick plaster |
| 27 | i) With 1:6 cement mortar20 mm thick plaster |
| 28 | i) With 1:4 cement mortar10 mm thick plaster |
| 29 | Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 30 | 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.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. b) Area of each tile upto 0.09 Sq.m. (b) Area of each tile above 0.09 Sq.m (i) Coloured decorative(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. b) Area of each tile upto 0.09 Sq.m. (b) Area of each tile above 0.09 Sq.m (i) Coloured decorative |
| 31 | 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.Floor:- With Sand Cement Mortar (1:4) 20 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. b) Area of each tile upto 0.09 Sq.m. (b) Area of each tile above 0.09 Sq.m (i) Coloured decorative |
| 32 | 8 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.(b) Two Coats |
| 33 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of Engineer-in-Charge 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.b) Premium 100% Acrylic Emulsion |
| 34 | Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC. (In Ground Floor)(a) One Coat, i) Water based interior grade Acrylic Primer |
| 35 | Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer\"s specification) including cleaning and smoothning of surface.Two Coats |
| 36 | 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) For Exposed Work PVC Pipes |
| 37 | iii) 15 mm dia |
| 38 | iii) 25 mm dia |
| 39 | iii) 32 mm dia |
| 40 | Supplying, fitting and fixing pillar cock of approved make.a) (i) CP Pillar Cock - 15 mm. (Equivalent to Code No. 507 & Model -Tropical / Sumthing Special of ESSCO or similar brand). |
| 41 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer …... 1000 litre capacity |
| 42 | Supplying fitting and fixing and commissioning 1 HP elecrically operated Submerssible Pump with necessary starter cable etc all complete. |
| 43 | 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 stone chips with necessary reinforcement and shuttering including one 560 mm dia. . , 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. |
| 44 | Suppy, fitting and fixing signboard as per direction of EIC |
| 45 | Add GST 18.00% [ CGST( 9.00%) + SGST (9% ) ] |
| 46 | Add Labour Welfare Cess @ 1.00% |
