Construction of PCC Road and Puliya from Ilami Nirmali Ghat to Beda at Vill Ilami, Panchayat Ilami, Block Pakur, District Pakur

Clearing and grubbing road land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness)

Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

Earth work in filling in foundation treanches or banks filling of masonry structures with suitable earth in layers not exceeding 150 mm thick well watered,rammed and fully compacted and finally dressed with earth obtained from excavation of foundation treanch and kept at a lead of 30m and initial lift of 1.5 m complete as per specification and direction of E/I

Earthwork in excavation in Foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavated earth as obtain to a distance upto 50 m. including all lift, levelling, ramming the foundation trenches,removing roots of trees shurbs all complete & Extra for earth work in hard soil as per approved design building specification and direction of E/I.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering,- all work upto plinth level. 1:3:6, 20 mm nominal size

Providing weep holes in structures- all complete as per specification and direction of E/I

By Mix in Place Method (Grading - 1 material) 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.

Separation Membrane of impermeable plastic sheeting 125 micron thick

(Cement Concrete Pavement) Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering,- all work upto plinth level. 1:1.5:3, 20 mm nominal size

Providing M.S.Steel reinforcement of 8mm to 10mm Dia.M.S. bars as per approved design and drawing -------do -------do-------- all complete as per specification and direction of E/I(08 mm dia)

Providing M.S.Steel reinforcement of 8mm to 10mm Dia.M.S. bars as per approved design and drawing -------do -------do-------- all complete as per specification and direction of E/I(10 mm dia)

Providing M.S.Steel reinforcement of 8mm to 10mm Dia.M.S. bars as per approved design and drawing -------do -------do-------- all complete as per specification and direction of E/I(12 & 16 mm dia)

(Construction of Subgrade and Earthen Shoulders) Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.

Centering and shuttering including strutting, propping etc and removal of form for Foundation, footing, base of columns etc for mass concrete

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

Carriage of Cement

Steel

Chips

Metals

Labour Cess @ 1%