Construction of Culvert and conc. Road with allied works at 5/49/1 Jatindas Nagar under Ward no.34 (Scheme ID APAS/01/112/207 /0001 Booth No.207)

Earth work in excavation of foundation trenches or drains,in all sorts of soil ( including mixed soil but excluding laterite or sand stone)including rem- oving,spreading or stacking the spoils within a lead of 75 m.as directed.The item includes necessary trimming the sides of trenches,levelling,dressing and ramming the bottom,bailing out water etc. as required complete. Depth of excavation not exceeding 1,500 mm.

Filling in foundation or Plinth by silver sand in layer not excedding 150mm.as directed and conso- lidating the same by through saturation with water ramming complete including the cost of supply of sand. (B) Do - by fine sand

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

"I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety] a) 1:3:6 proportion"

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.

Hire and labour charges for shuttering with centre- ing and necessary staging upto 4m.using approved stout props and thick hard wood planks of approived 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 groung floor). 25mm to 30mm shuttering without staging in foundation

Reinforcement for reinforced concrete work in all sorts of structure 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. For works in foundation,basement and upto roof of ground floor/upto 4 m. (i) Tor steel/Mild Steel II. Other than JSW/JSPL/SHYAM

Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation & Plinth

125 mm.thick brick work with 1st class bricks in cement mortar ( 4:1 )in ground floor.

Plaster (to wall, floor, ceiling etc.) with composite mortar of sand, lime and cement including round off or chamfering corners as directed and raking out joints and roughening of concrete surface including throating, nosing and drip course where necessary (Ground floor) With 4 : 1 cement mortar (b) 15mm. Thick plaster

Neat cement punning about 15 mm thick in wall dado, window, sills etc.

Ordinary cement concrete (mix1:2:4) M-15 with graded stone chips( 20mm.size)excluding shuttering and reinforcement if any,in ground floor as per IS 456-2000 a) Pakur/Chandi variety

Cleaning rubbish, sludge, weeds scum, liquid earth, mud etc.etc.from road side masonary drain/ hume pipe drain/ culvert etc. by mathor labour after removing concrete.Slab/manhole cover etc.without damaging the same and refixing the same properly after cleaning as necessary and removing the sludge etc.etc.by using iron pans,buckets including all labour, tools & plants including removing the spoils in dry condition and disposing the same by truck beyond the road side in conformity with municipal/corporation rules for such disposal including loading into truck and cleaning the road side in all respects as per direction of the Engineer in-Charge

Supplying empty Cement bags in good condition.

MATERIALS & LABOUR d)Silver Sand

Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,( tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials).

Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.

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