Rural Engineering Department Tender

Courseed rubble masonary (second short) with hard stone in foundation and plinth As per DSR code 7.7.1

Brick work with common burnt clay machine moulded brick of class designation 12.5 conforming to IS:2222 in super structure above plinth level up to floor five level in cement mortor 1:6. as per DSR code no. 6.3.2

Construction of granular Sub-base by providing well graded material , spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as perTechincal Specification clause 401

Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III)

Cement Concrete Pavement: Construction of un-reinforceced ,dowel jointed at expansion and consruction joint only, plai cement concrete pavement, thickness as per design ,over a prepaired sub base withh 43 grade cement or any other type as per clouse 1501 .2.2. M-30 grade corse and fine aggregates confirming to IS:383 maximum size of coarse aggregates not exeding 25 mm mixed in a concrete mixer of not less than 0.2 cum. capacity and apropreate weigh batcher using approoved mix design laid in a approoved fixed site form work (steel chanel ) laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the form work as per drawing ,speading the concrete with shovels rackes, compacted using needle screed and plate vibrators and finished in continuous oparation including provision of contraction and expansion ,construction jointes, applying debonding strips, primer,sealant dowel bars ,near aproches to bridge /culvert and construction joints admixtures as approoved curing of concrete slab for 14 days.using curing compounds(where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501.

Plane cement concrete with 2 cm. guage approved dalla stone ballst approved coarse sand and cement to the proportion of 1:2:4 including all labour material and T&P complete etc. as per DSR Code 4.20.2.2

Raised and cut pointing on stone work with cement mortor 1:3 (1 cement:3 fine sand) as per DSR code 13.33.2

12 m.m. thick Plaster over brick work minimum thickness not to be less than 10 m.m thick including supply of all material, labour, T&P etc.required for proper completion of the work. With cement and coarse sand 1.25 F.M mortar in 1:4 as per DSR code 13.1.1

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m including trimming bottom and side slopes in accordance with requirements of lines,grades and cross sections

Supply & fixing of signboard/marble name plate

( Rates in BOQ are exclusive of G.S.T. Amount )