Zilla Parishad Tender

Single brick talt soling of picked jhama bricks including ramming and dressing bed to proper leved and Filling joints with powdered earth or local sand,

Cement concrete with 30mm down grade stone shingle excluding shuttering. In ground floor In ground floor (a) 1:3:6 proportion

Ordinary cement concrete (mix 1:1.5:3) with graded river bazree (20 mm size) excluding shuttering and reinforcement of any in ground floor asper relevent IS codes.

Reinforcement for reinforced concretework in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening……………………. 16 gauge black annealed wire at every intersection, complete as per drawing and direction.

Hire and labour charges for shuttering with centering and necessary staging upto am using approved stout props and thick hard wood planks of approved thichness etc. etc. after completion of warks. (1) 25mm to 30mm shuttering without staging in ground floor

Plaster (to wall, floor, ceiling etc) with sand and cement mortar including rounding off or chamtering corners as directed and raking out joints etc... etc. complete where necessary (ground floor). With 4:1 cement mortar a) 10mm

Neat cement punning about 1.5mm thick wall dado, window, still, floor, drain etc.

Providing & fixing Concrete Sign Boardasper IRC specification of size 900x750x37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with doublelayer IRC febric (75x75mm.mesh)and fixed with necessary nuts & bolts on two RC precast posts 100mm.x150 mm. of height 2.65 m. of which top 750 mm. isofsection 100x13 mm. and 1.90 metreabove GL & .75 metre below GL including digging hole ,repacking the same with cement concrete 1:3:6 with jhama khoaor with localstone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)

Supplying fitting and fixing U.P.V.C. Pipes or high density poly-ethylene pipes or P.V.C. pipes for above ground work including cost of jointing materials paints etc. fitting and fixing all necessary specials, cutting pipes, making threads, 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. ) 110 mm dia.

Soak pit and Silt Chembar

Earth work in excavation in foundation trenches drains in all sorts of soll (including mixed soil but excluding laterte or sandstone) including removing spreading or stacking the spoils within a tead of 75m as directed. This item include necessary trimming the sides of trenches levelling dressing and ramming the bailing out water as required complete (A) Depth of foundation not exceeding 1.50 m

Earth work in filling in foundation trenches or plinth within layers not exceeding 150 mm including watering and ramming etc. layer by layer complete. (a) with earth obtained from excavation of foundation

(A) Filling in foundation or plinth by silver 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)

Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper leved and Filling joints with powdered earth or local sand,

Cement concrete with 30mm down grade stone shingle excluding shuttering. In ground floor In ground floor (a) 1:3:6 proportion

Ordinary cement concrete (mix 1:1.5:3) with graded river bazree (20 mm size) excluding shuttering and reinforcement of any in ground floor asper relevent IS codes.

Reinforcement for reinforced concretework in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening ……… ………………. 16 gauge black annealed wire at every intersection, complete as per drawing and direction.

Hire and labour charges for shuttering with centering and necessary staging upto am using approved stout props and thick hard wood planks of approved thichness etc. etc. after completion of warks. (1) 25mm to 30mm shuttering without staging in ground floor

Brick work with 1st class bricks in cement mortar (1:6) silt chember

Plaster (to wall, floor, ceiling etc) with sand and cement mortar including rounding off or chamtering corners as directed and raking out joints etc... etc. complete where necessary (ground floor). With 4:1 cement mortar a) 10mm (c) 15 mm thick plaster

Neat cement punning about 1.5mm thick wall dado, window, still, floor, drain etc. silt chember wall

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. 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.

Supply of Stone Shingles & Course Sand 1st Layer , 11.20mm down

2nd Layer , 22.40mm down

3rd Layer , 37.5mm down

Course sand

GST (18%)

Labour Cess (1%)