CONSTRUCTION OF PCC ROAD FROM RIVER TO GRAM SIMANA IN LAGORA VILLAGE AT PANCHAYAT SAWANIYA UNDER BLOCK BANDGAON, WEST SINGHBHUM DISTRICT.

Amount

Earth work 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 50M including all lift leveling ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.Grade I

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Grade-II

Providing and laying in position cement concret of specified grade excluding the cost of centering and shuttering -All work upto plinth level:-(1:1.5:3(1cement :1.5coarse sand (zone-III):3 graded stone aggregate 20mm nominal size)

Centering and shuttering including strutting, proping etc and removal of form for foundation, footing,bases of columns etc for mass concrete.

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/I (Mode of measurement compacted volume)

Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials labours royality and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume)

Providing and laying in position cement concret of specified grade excluding the cost of centring and shuttering -All work upto plinth level:-(1:2:4(1cement :2coarse sand (zone-III):4graded stone aggregate 20mm nominal size)

Providing Random Rubble masonary in cement mortar (1:4)in foundation and plinth with hammer dressed stone of less than 0.03M3c 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 royality all complete as per drawing and technical specifications,

Providing Random Rubble masonary in cement mortar (1:4)in superstructure and plinth with hammer dressed stone of less than 0.03M3c 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 royality all complete as per drawing and technical specifications,

Providing 25mm thick water proof cement plaster (1:3)with clean coarse sand of F.M 1.5 INCLUDING cost of carriage screening curing with all leads and lifts of water, scaffolding taxes and royality all complete as per building specification and direction of E/I .

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 500 m with all lifts by tipper including construction and maintanance of haul road all complete as per specification and direction of E/I. 7.1.43.2

E/W in excavation and filling in canal by the hydraulic excavator as per designed section in ordinary soil ( vide classification of soil item A) and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225 mm layers with initial lead of 10 m and all lifts all complete as per specification and direction of E/I. (7.1.43.3)

E/W in excavation in canal by the hydraulic excavator(Rock breaker) as per designed section in soft rock (where blasting is prohibited) vide type of soil item -C with disposal of spoil upto 500 with all lifts by tipper including construction and maintanance of haul road all complete as per specification and direction of E/I. 7.1.43.8

E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil - A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs , roots, or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I. 7.1.26.1 lead beyond 150 M to 500 M

E/W in excavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed) vide type of soil item -C with disposal of spoil up to 500 with all lifts by tipper including construction and maintanance of haul road all complete as per specification and direction of E/I 7.1.43.6

Providing and laying P.C.C. or R.C.C.M-200 with nominal mix of [1:1½:3] in foundation of various component of canal or embankment structures with approved quality of 20 mm graded coarse aggregate complete job as per specification and direction of E/I.BCD (5.3.9.1)

Providing and laying P.C.C. or R.C.C. M-200 with nominal mix of [ 1:1½:3 ] in super structure of various components of canal of embankment structure with approved quality of 20 mm graded coarse aggregate of required grade( as per designed ) and approved quality of sand of requisite FM ( 2.5 to 3.0 ) washed and screened but including necessary tools and planta, vibrating,curing royality and all taxes etc excluding cost of formwork as well as reinforcement its cutting,bending and placing complete job as per specification and direction of E/I(7.3.10)

Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I.(7.3.18)

Providing shuttering, including strutting proping etc. and its removal after use in various components of canal structure or embankment structure as per specification and direction of E/I.(7.3.19)

Providing centering including strutting and proping etc.and removal after use in deck slab as per specification and direction of E/I.(7.3.20)

E/W in filling foundation trenches and backfilling of structures in layer not exceeding 150 mm thick well waterd rammed and fully compacted and finally dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 M and lift of 1.5 M complete job as per specification and direction of E/I (7.1.31)

Providing TMT bar reinforcement (tor steel) as per approved design drawing, removal of rust, cutting, bending,binding, includingsupplying annealed wire . as per specificationand direction of E/I.(7.3.22a) (i) 8mm dia TMT Fe 500

(ii) 10mm dia TMT Fe 500

(iii) 12mm dia TMT Fe 500

(iv) 16mm dia TMT Fe 500

(v)20mm dia TMT Fe 500

(vi) 25mm dia TMT Fe 500

Drainage sprouts complete as per drawing and technical specifications.

Labour charge for pitching on apron slope of bank with stone boulders duly packed ( uncrated ) complete job ( materials within 150 M) and all lifts as per specification and direction of E/I (7.7.18)

Providing and fixing in position 25 mm thick bituminastic board ( shallitex or equivalent ) as per IS 1838 - 1983 in expansion or construction of joints all complete job as per specification and direction of E/I (7.8.3)

Cost of dewatering during the construction of bridge as per specification and direction of E/I.

Supply of stone boulder of size as per specification & direction of E/I 300 mm for pitching

Supply of geotextile filter fabric TFI 5300 as per specification and direction of E/I.

Cost of Carriage of materials (a) Cement

(b) Sand

(c) Stone Boulder

(d) Metal

(e) Stone Chips

(f) Steel

Add GST @18%

Add Labour Cess @1%

M/S PRATIK CONSTRUCTION