Construction work of CC road from Sripal house to the Panchayat building via the Chaupala in Balmiki Basti of village Badhpura.

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work_in embankment to bein 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 15 Km M.cartage. as directed by the Engineer - incharge.SI No.253(a(,261( c),231(a)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor mount grader on prepared surface, mixing by mix in place method with Tractor with rotavator at OMC, and compacting with three wheel 80-100 KN Static Roller to achieve the desired density, complete as per Technical Specification Clause 401. (Cartage for Jawalapur/ Haridwar)

Providing, Laying, Spreading and compacting WBM grading-3 stone aggregates of specific sizes ot water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density, complete as per Technical Specfication Clause 405. (Cartage for Jawalapur/ Haridwar)

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required,laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for ontraction/expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately) Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer (DSR 16.43.2)

Construction of providing and laying pcc in 1:4:8 cement coarse sand and 20mm stone balast including all completion t&p of the work.(DSR 4.18)

M-150 Brick Work in 1:4 one cement & coase sand in foundation and plinth including supply of all materials labour, Tools & Plants etc. required for proper completion of the work.(DSR 6.12)

Concrete with 2cm. Gauge stone ballast, coarse sand of 2.25 F.M. and cement, in proportion of 4:2:1, including supply of all materials, labour, Tools & Plants etc. required for proper completion of the work (DSR 4.1.3)

12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) DSR 13.4.1

Supply and fixing og M.S sign board made up of 4x40x6 mm angle (vertical post of length 2.75 meter ), 40x5 mm flat cross angle 1 mm thick M.s. Sheet (1.20x.90 sq m)including excavation of pit (0.45x0.45x0.45 cum m), cement concrete 10:5:1 ten brick ballast, five fine sand & cement 10 cm thick ,cast cement concrete 1:2:4 mortar cement , coarse sand and 20 mm size stone grit (0.35x0.35x0.35), Two coat painting layer latter writing up to 2.50 size (225 Nos) etccomplete as per direction of engineer -in-charge