Construction of PCC 4620 feet PCC Road and 03 RCC Culverts from Main Road to Buchi Dadi in Vill- Hutri of Chanho Block

Amount

Excavation in Soil by Manual Means Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 meters.

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).

Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulder duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification of E/I.

Centering and shuttering including strutting, propping etc. and removal of form for - Foundations, footings, bases of columns etc. for mass concrete.

Prividing and fixing 20 mm thick compressible fibre board in expansion joints complete as per drawing and technical specification

Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume).

Carriage of Matirals (i) Cement

(ii) Sand

(iii) Chips

(iv) Boulder

(v) Earth

Labour for site clearance

Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume)

Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulder duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.

Providing and laying cement concrete in tetaining walls, return walls, walls (any thickness) including attached pilasters, columna, piers, abutments, pillars, posts, struts, buttresses, string of lacing courses, parapates, coping, bed blocks, anchor blocks, plain window sills, fillets sunken floor etc. up to floor fice level excluding the cost of centering shuttering and finishing

Centering and shuttering including strutting, propping etc. and removal of form for - Foundations, footings, bases of columns etc. for mass concrete.

Providing random rubble stone masonry in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/

Providing and laying cement concrete in tetaining walls, return walls, walls (any thickness) including attached pilasters, columna, piers, abutments, pillars, posts, struts, buttresses, string of lacing courses, parapates, coping, bed blocks, anchor blocks, plain window sills, fillets sunken floor etc. up to floor fice level excluding the cost of centering shuttering and finishing

Centering and shuttering including strutting, propping etc. and removal of form for -

Providing random rubble stone masonry in C.M. (1:4) in superstructure with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening of materials, scafolding , raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.

Providing and laying cement concrete in tetaining walls, return walls, walls (any thickness) including attached pilasters, columna, piers, abutments, pillars, posts, struts, buttresses, string of lacing courses, parapates, coping, bed blocks, anchor blocks, plain window sills, fillets sunken floor etc. up to floor fice level excluding the cost of centering shuttering and finishing

Centering and shuttering including strutting, propping etc. and removal of form for - Suspended floors, roofs, landings, balconies and access platform

Providing and laying Cement Concrete Wearing Coat M30 grade including reinforcement complete as per drawing and Technical Specifications.

Providing tor steel reinforcement of 8mm. dia. rods as per approved design and drawing with cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position (excluding carriage of bars to work site) all complete as per building specification and direction of E/l. TMT Fe 500 {(Only Valid for TATA(Tiscon), SAIL, JSPL, Electrosteel steels ltd.Bokaro and Vizag(RINL)} . And above dia. (ii) 10 mm dia

(ii) 12 mm & above dia.

Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall with 100 mm dia ac pipe, extending through the full width of the structure with slop of 1v:20H towards and technical specifications

Providing 25 rnm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 ircluding screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l

Providing 1.5mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/l.

Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume).

Add 18% GST

Add 1% Labour Cess

JITENDRA KUMAR SINGH

M/S RAHUL CONSTRUCTION