Construction of 2 nos Male OR Female toilet within Barosakdal G.P. Under Dinhata-II Development Block , Sahebganj , District CoochBehar

Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone) including removing, spreading and stacking of soils within a lead of 75m.as directed. The item includes trimming the sides of trenches, leveling, and dressing and ramming the bottom, bailing out water etc. as required, complete.Depth of excavation not exceeding 1500mm. For Pump house

Earth work in filling in foundation trenches or plinth with good earth, in 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) For Pump house (a) with earth obtained from exavation foundation 1/5 .

Earth work in filling with carried earth arraged by the contractors with in a radius of 3km including cost of carried earth.

Single brick flat soling of Picked Jhama Bricks including ramming and dressing the bed to Proper level and filling joints with powderes earth or local sand. For Pump house

Cement Concrete with 30mm down graded Shingles excluding shuttering (1:3:6) in foundation : For Pump House.

Ordinary cement concrete ( mix 1:2:4) with graded stone chips (20mm down excluding shuttering and reinforcement,if any in ground floor. As per relevent I.S. Codes. B) River Bazree

Ordinary cement concrete ( mix 1:1.5:3) with graded stone chips (20mm down excluding shuttering and reinforcement,if any in ground floor. As per relevent I.S. Codes. B) River Bazree

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 inter-section, complete as per drawing and direction. (b) Extra for works beyound the roof of ground floor/ initial 4.0m . (i) Upto 4th floor roof in each addl. Floor (1st floor)a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL

Hire and labour charge 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, columns, lintels curved or staight including fitting fixing and striking out after complection of works. ) upto plinth (a)25 mm. to 30 mm. thick wooden shuttering as per decission & direction of E-I-C.

25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface). [Note: - Waterproofing as per item 9, polymer based paint as per item 8 (a) of subhead C of Section (C).