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| 1 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including remo ving, spreading or stacking the spoils within a lead of 75 m. as directed.(a) Depth of excavation not exceeding 1,500 mm. |
| 2 | Earth work in filling in foundation tren ches or plinth with good earth, in lay ers not exceeding 150 mm. include ing watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)With earth obtained from excavation. |
| 3 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.Found,Toilet |
| 4 | I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)(A) [Pakur Variety](a) 1:3:6 proportion |
| 5 | A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed with water, ramming complete including the cost of supply of sand. |
| 6 | 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.,a) Pakur Variety, Gr.Fl (06 km) |
| 7 | 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. In Gr.Fl,(i) Pakur Variety, 06 Km,Tie beam,Lintel beam,Top sink,Blood Collection,Sitting Slab,Chajja |
| 8 | 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 complete as per drawing and direction. Gr.Fl,i) Tor steel/Mild Steel,(jsw/jspl/shyam/Srmb/bmasl/electrosteel)ii) In first floor |
| 9 | 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 straightincluding 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.,Tie beam,Lintel beam,Top sink,Blood Collection,Sitting Slab,Chajja |
| 10 | Brick work with 1st class bricks in cement mortar (1:6),(b) In superstructure, ground floor |
| 11 | 125 mm. thick brick work with 1st class bricks set in cement, sand mortar (1:4) in ground floor. EX. Room,Store.Less for D1,Sink,Sitting Slab |
| 12 | 1.5 mm thick Net cement finish in wall, dado, |
| 13 | 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. (b) For Exposed Work.PVC Pipes25 mm |
| 14 | (ii) Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineer-in-charge. (Payment will be made on centre line measurement of the total pipeline including specials. A) Above ground .(ii) 110 mm dia. |
| 15 | A) Under ground.(ii) 110 mm dia. |
| 16 | B) FITTINGS.Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992.viii) Double Y with Door.b) 110 mm |
| 17 | xi) door bend ( T.S.) b) 110 mm |
| 18 | xv) vent cowl-(b) 110mm |
| 19 | xvi) pipe clip ---(b) 110 mm |
| 20 | (ii) Plain Tee---(b) 110 mm |
| 21 | constructing inspection pit of inside measurement 600mm x600mm x upto 600mm (depth) with 250mm th. 1st. Class brick work in cement mortar(1:4) on all sides bottom of the pit consisting of 100 mm th. Cement concrete (1:3:6) with stone chips over a layer of jhama brick fklat soling, 15 mm thk. (4:1) cement plaster to bottom of the pit providing necessary invert with cement concrete (1:3:6) with stone chips as per direction ,neat cement finishing to entire internal surface top of the pit convered with 100 mmth. R.CC slab (1:1.5:3) with stone chips and necessary reinforcement upto 1% and shuttering including 6mm thk.cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia .R.C.C manhole cover of approved make supplied ,fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth removing spoils after work complete in all respect with all costs of labour and materials.i) With pakur variety (SAIL/TATA/RINL) |
| 22 | Construction of circular soak well 2.5 m deep inall types of sandy soils with dry brick work upto 1:6 m from the bottom having 150mm intermediate cement brick work(1:4) band all round and cement brick work (1:4) upto .90m from top with 20mm thk. Cement plastering (4:1) to inside face upto the depth of cement brick work, 15 mm th.cement plaster (1:4)on outer face from top of the well upto G.L and 6mm thk. cement plaster (1:4) on top of the R.C.C cover slab including filling bottom 1.0m of inside of the well with brick metal (501mm to 63mm size) including R.CCcover slab of designed thk. with cement concrete b(1:1.5:3) with stone chips with necessary. reinforcement and shuttering including one 560 mmdia .R.CC manhole cover(heavy type) of approved make supplied ,fittings making necessary 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.a)with 250mm thk.dry brick work and 250 mm thk. cement brick work (6:1) and 1.00 m inside dia.For-SAIL/TATA/RINL |
| 23 | Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover(heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C.........(ii) For 20 users(A) With Pakur Variety (SAIL/TATA/RINL) |
| 24 | Add :- G.S.T @ 18% |
| 25 | Add : Labour Welfare Cess @ 1% |
