Improvement to Service Road from RD 12.00Km to 23.00Km of HBMC and its distributaries that is Kanaka, Jaleswarkhandi, Chadheiapalli, Balia and Kharida-II of HIP.

Clearing and grubbing proposed embankment land including uprooting rank vegetation, grass, bushes, shurbes, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlire and disposal of top organic material not exceeding 150 mm in thickness including unserviceable materials to be used or auctioned with all leads, lifts & delifts on premeasurement including all cost of labour, T&P, cess etc complete excluding GST as per direction of the Engineer in charge.

Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of earth, scarified to a depth of 150mm, mixed with water upto OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction & clause 305 of MoSRT&H Specification for road and bridge work including all cost of labour charges, T&P, hire and running charges of all machineries, Cess, taxes of all matarials excluding GST etc. complete as per direction of the Engineer-in-charge.

Earth work in excavation in any approved type of soil in approved borrow area free from logs, stumps, roots or any other ingredients likely to deteriorate or effect the stability of bed, bank by mechanical means, loading into & transportation by mechanical means and unloading soil with all leads & lifts on properly prepared & scientifically approved surface free from weeds, roots and shrub jungles ,including, spreading & leveling the earth in 22.5 cm layers to make the fill ready for watering and compaction by sheep foot roller & dozer or any other suitable compaction equipments approved by Engineer-in-charge in flood / canal bank of all heights and including cost of all materials, T&P, with all royalties, . cess & taxes of all materials excluding GST but including cost of quality control tests, mobilisation & demobilisation, supplying, operation, maintenance of all machineries, equipments, materials and labour, cess required for the work including supervision charges, cost of cutting and trimming the extra fill in the slopes of the canal/flood embankment to design section, construction, maintenance, watering and lighting of haul roads, borrow areas and cost of related diversion arrangement for diversion of flow during working seasons and removal and disposal of the same after completion of the work etc. complete as per approved design, drawing and specification and direction of the Engineer-in-charge excluding compaction charges (Measurement is to be taken on the finished level section & payment will be made after compaction ).

Providing and laying sub-base including preparing admixture of moorum and sand of approved quality, in proportion (70%moorum and 30%sand) conveying from stack and spreading the admixture in sub-base of road in layers not exceeding 225mm depth watering including cost carriage of water and compacted to required density in OMC condition to proper camber and grade with Vibratory Roller with sufficient number of passes for each layer including hire and running charges of VRR with other machineries and T&P etc complete cost , conveyance, royalties,DMF,EMF & additional charge and all other taxes, cess of all materials excluding GST to the site of work, all leads, lifts , delifts, labour , T&P and supervision charges complete as per direction of the Engineer in charge. (Measurement is to be taken on the finished level section).

Supplying, collecting, stacking good quality of moorum including conveying from stacks and spreading in sub-base in layers not exceeding 100 mm watering and compacting to the required density in OMC with PRR but including cost and conveyance of sub base materials etc complete with royalty, DMF,EMF,additional charges cess, taxes and T&P with all leads, lifts and delifts and all labour etc required for the work complete in all respect but excluding GST and as per specification and as per the direction of the Engineer-in-charge.

Providing, laying, spreading and compacting I.R.C. Grade-II stone aggregate (of size 63mm to 45mm) confirming to sieve analysis as per specification and moorum of approved quality at work site away from trafficable berm free from weathered skin surface for road work in regular interval including conveying from stacks spreading metal and moorum for IRC grade-II metalling in even layers to an uniform thickness comapacted to 75mm required density as per clause 404 of MoSRT&H specification for Road & Bridge works ( 4th revision ) and packing the voids with small stones and hand packing the same to the proper camber and grade filling the interstics by spreading moorum over the metal surface including watering rurf edging and consolidation with PRR 8-10 Tonnes with sufficient number passes for each layer including hire and running charges of PRR and all other machineries and T&P required for the work cost of watering and carriage of water including cost, conveyance, royalties,DMF,EMF & additional charge and Workers Welfare Cess with all leads, lifts, all labour etc. required for the work complete in all respect, but excluding GST as per specification and as per the direction of the Engineer-in-charge.

Providing, laying, spreading and compacting I.R.C. Grade-III stone aggregate (of size 53mm to 22.40mm) confirming to sieve analysis as per specification and moorum of approved quality at work site away from trafficable berm free from weathered skin surface for road work in regular interval including conveying from stacks spreading metal and moorum for IRC grade-II metalling in even layers to an uniform thickness comapacted to 75mm required density as per clause 404 of MoSRT&H specification for Road & Bridge works ( 4th revision ) and packing the voids with small stones and hand packing the same to the proper camber and grade filling the interstics by spreading moorum over the metal surface including watering rurf edging and consolidation with PRR 8-10 Tonnes with sufficient number passes for each layer including hire and running charges of PRR and all other machineries and T&P required for the work cost of watering and carriage of water including cost, conveyance, royalties,DMF,EMF & additional charge and Workers Welfare Cess with all leads, lifts, all labour etc. required for the work complete in all respect, but excluding GST as per specification and as per the direction of the Engineer-in-charge.

Earth work in excavation of foundation in all kinds of soil including stoney earth and gravel mixed with boulders not exceeding 0.014 cum in volume, D.I.Rock & slushy soil with all leads, lifts, delifts including dressing and leveling the bed to design section and disposal of excavated materials for filling in river bank portion with all leads, lifts and delifts including dewatering, shoring, shuttering and propping of bullah piles and construction of coffer dam if required, bailing out water with all cost, conveyance, labour and cess and , taxes of all materials excluding GST, etc. complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge.

Filling foundation and plinth with sand including watering and ramming with all labour, T&P etc complete to the required level including cost, carriage, royalty, DMF,EMF,additional charges & cess, , taxes of all materials excluding GST, etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge.

Cement concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 using crusher broken hard granite coarse aggregate 40mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture with mixing concrete in batching plant, conveying the same by transit mixers and placing in position for structures etc. l with all leads, lifts and delifts including cost, carriage, royalties,DMF,EMF & additional charge, taxes of all materials excluding GST, but including cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge.