Rural Development And Panchayat Raj Department Tender

PRED04 - Granular Sub-base - Grading III Construction of Granular Sub-Base by Mix in Place Methodby providing well graded Gravel, spreading in uniformlayers with motor grader on prepared surface, mixing bymix in place method with rotavator at OMC, and compactingwith smooth wheel roller to achieve the desired density,complete as per Technical Specifn(PWD SR 2023-24 VOL 1 P-145 SI NO16.11).

PRED05 - Construction of Subgrade and Earthen ShouldersConstruction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads,transporting to site, spreading, grading to required slope andcompacted to meet requirement of table No. 300-2(PWD SR 2023-24 VOL -3 PG-8 SI NO3.6)

PRED06 - Water Bound Macadam Providing, laying, spreading and compacting stone aggregates ofspecific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling withvibratory roller in stages to proper grade and camber, applyingand brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compactingto the required density. (PWD SR 2023-24VOL-1P-A 25 SI NO4.13)

PRED07 - Water Bound Macadam Providing, laying, spreading and compacting stone aggregates ofspecific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling withvibratory roller in stages to proper grade and camber, applyingand brooming requisite type of screening/ binding Materials to fillup the interstices of coarse aggregate, watering and compactingto the required density (PWD SR 2023-24VOL-1P-A 25 SI NO 4.13)

PRED08 - Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade BitumenEmulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70kg/m2using mechanical means..( PWD SR 2023-204 VOL-3 P-30 SI NO 5.1)

PRED09 - Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsionusing emulsion pressure distributor at the rate of 0.20 kg/m2onthe prepared bituminous surface cleaned with mechanical broom.( PWD SR 2023-24 VOL-5 P-30 SI NO 10-5.3)

PRED10 - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm(Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG30 bitumen to required line, grade and level to serve as wearingcourse on a

PRED11 - Road Marking with Hot Applied Thermoplastic Compoundwith Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound2.5 mm thick including reflectorising glass beads @ 250 g/m2area, thickness of 2.5 mm is exclusive of surface applied glassbeads as per IRC:35:2015.The finished surface to be level,uniform and free from streaks and holes.

PRED12 - Providing and Fixing 'Logo Board ' of PMGSY at Starting PointProviding and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick,top and Bottom plate duly welded/bolted with MS Squareangle 25mm x25mmx 5mm size on back and on the edges.The Top and Bottom plate will be welded/ bolted to 1nos75x75x6 mm square Hallow section duly embedded incement concrete M15 Grade 600*600*600 mm, 450 mmbelow ground level.Retro-Reflecting Sheet as per IRC:67Clause 1701.3.8.1 fixed over aluminium sheeting.All sectionsof steel tube will be painted with primer and two coats ofepoxy paint as per drawing( PWD SR VOL-2 P-150 SI NO16.30)

PRED13 - Earth work excavation for Foundation by mechanical means for allworks & depth upto 3 m, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling theexcavated earth or sorting & stacking the selected earth for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usageof machinery & other appurtenaces required to complete the work1.16.1 In all kinds of soils Depth upto 3 m (PWD CSR VOL 1 P-60 I N 1.16

PRED14 - Providing and laying in position plain cement concrete for levellingcourse for all works in foundation. The granite/trap/basalt crushedgraded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost ofall materials of quality, labour, Usage charges of machineries, curing,and all the other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement & formworkshall be paid Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarseaggregatesseparately) PWD CSR VOL 1 P NO 75 I NO 2.13

PRED15 - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single RowProviding and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material insingle row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling,concrete and masonry works in head walls and parapetsClause 1101. PWD CSR VOL3 P NO 145 I NO16.15

PRED16 - Providing and laying in position Reinforced cement concrete for allSub structures of building, Irrigation works, Sub structure works ofbridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates andfine aggregates as per relevant IS Codes machine mixed with superplasticisers, laid in layers, well compacted using needle vibrators,providing weep holes wherever necesary, including all lead & lifts, costof all materials of quality, confirming to the requirements of relevantIS codes , labour, Usage charges of machinery, curing and all otherappurtenances required to complete the work as per technicalspecifications. (The cost of steel reinforcement & formwork to be paidseparately 2 M20 Design Mix Using 20 mm and down size graded crushed coarse aggregatesPWD CSR VOL 1 P NO 68 I NO 2.4.2