CC ROAD FROM PUCCA ROAD TO SAHIDAR RAHAMAN HOUSE NEAR KATHAM BARI (40 MTR) AT PART NO 16/265 UNDER PADAMATI-II GP UNDER MAYNAGURI DEVELOPMENT BLOCK,JALPAIGURI

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m as per Clause 301 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (Mode of measurement: pre works and post works) Extra for manual compaction of earth by ramars/hand roller in 250 mm layers including watering etc . if required. ( Borrow pi measurement for compensation for earth for land owned and arranged by contactor add 25.00 per CuM extra over rate of E/W for land owned/arranged by the department & for royalty charge on earth @ 18.00 per CuM as per Govt. notification which will be paid on production of necessary documents in support of payment made towards the royalties. During initial payment of bill , a deduction @18.00 per CuM may be made extra for carriage of all kinds of earth by mechanical transport . (a) carriage up to total lead of 1.0 Km. ( Depth of Excavation not exceeding 1500 mm .

[Page- 247 Item No- 4.09(iv)] Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iv) For Construction of Sub Base by compacting river bed materials.

Providing & laying Design mixed concrete for plain / reinforced concrete work in any part to bridge ( excluding bottom plugging ) with coarse aggregates to appropriate nominal size and grading, fine aggreagates ( sand) conforming to proper grading zone , both of approved quality and cement , as necessary, including labour , cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer in charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. (a) M-15 Grade