Construction of PCC Road from PWD Road to House of Malek Sheikh at Vill Autogali, Panchayat Chengadanga, Block Pakur, District Pakur

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.

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. (5.1.1+ 5.1.2)

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 (5.3.1.4)

Providing weep holes in structures- all complete as per specification and direction of E/I (6.7.6)

Providing M.S.Steel reinforcement of 8mm Dia.M.S. bars as per approved design and drawing -------do -------do-------- all complete as per specification and direction of E/I (5.5.5 a, b & c)

Providing M.S.Steel reinforcement of 10mm Dia.M.S. bars as per approved design and drawing -------do -------do-------- all complete as per specification and direction of E/I (5.5.5 a, b & c)

Providing M.S.Steel reinforcement of 12mm & 16mm Dia.M.S. bars as per approved design and drawing -------do -------do-------- all complete as per specification and direction of E/I (5.5.5 a, b & c)

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)

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

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

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

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

Carriage of Cement/ Steel

Chips

Metals

Labour Cess @ 1%