Construction of C.C. Road from Bhitarkamta Jama Masjid to Sahet Mia house under Gosanimari-I G.P. within Dinhata-I Block. SL1

Earth work in excavation from borrow pits ( land Owned / arranged by the Agency.) and depositing in layers of 250 mm including breaking clods in ordi- nary soils and to fill up back of abutments depres- sions and ruts with an initial lead upto 50 m and initial lift upto 1.50 m making bunds at top as dire- cted dressing complete.

Earth work in excavation from borrow pits ( land Owned / arranged by the Agency.) and depositing in layers of 250 mm including breaking clods in ordi- nary soils and to fill up back of abutments depres- sions and ruts with an initial lead upto 50 m and initial lift upto 1.50 m making bunds at top as dire- cted dressing complete. CARRIED EARTH

Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30

B. By Mix in Place Method : Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). GSB Grading - I

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (ii) River bazree

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)

Close bamboo walling made of 65 mm to 75 mm dia. bamboos ( in single line ) driven about half length into the ground side by side , with Stout stays at an enterval of 1.0 mm 3 nos of half Split bamboo runner of same dia fitted and fixed with nails etc. complete as per direction . ( Measurement to be taken along the length of piling after finishing the work ) i) With bamboos of length above 2.50 m upto 3.0 m each

Filling empty cement bags with dry earth or sand, stitching the bag ( cost of thread included ) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags.