Public Works Department Tender

Vol 1 Page No 15 Item No 2.1.3 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work.

Vol 1 Page No 16 Item No 2.4.2 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work.

Vol 1 Page No 111 Item No SL No 8 - Percentage Additionalities for Formwork, Centering & Scaffolding Culverts (Head walls) @ 8% of the Finished rate of concrete ---- Work should be carried out as per the direction of engineer incharge of work.

Vol 1 Page No 18 Item No 2.11 h - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures ---- Work should be carried out as per the direction of engineer incharge of work.

Vol 3 Page No 146 Item No 16.16 a - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row: Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6. 1200 mm dia ---- Work should be carried out as per the direction of engineer incharge of work.

Vol 3 Page No 17 Item No 3.6 - Construction of Subgrade and Earthen Shoulders Construction 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 and compacted to meet requirement of table No. 300-2 ---- Work should be carried out as per the direction of engineer incharge of work.

Vol 3 Page No 123 Item No 13.14 - Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2 ---- Work should be carried out as per the direction of engineer incharge of work.

Vol 3 Page No 23 Item No 4.2 B (V) - Granular Sub-Base By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. For Grading -V Material ---- Work should be carried out as per the direction of engineer incharge of work.

Vol 3 Page No 26 Item No 4.17 - Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- Work should be carried out as per the direction of engineer incharge of work.

Vol 3 Page No 31 Item No 5.1 - Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. ---- Work should be carried out as per the direction of engineer incharge of work.

Vol 3 Page No 31 Item No 5.3 - Tack coat on Granular surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ---- Work should be carried out as per the direction of engineer incharge of work.

Vol 3 Page No 31 Item No 5.6 (i) B - Bituminous Macadam Grading - I for traffic 20 MSA Providing and laying Bituminous Macadam with 100 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction ---- Work should be carried out as per the direction of engineer incharge of work.

Vol 3 Page No 43 Item No 5.31 - Semi Dense Bituminous Concrete: Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. ---- Work should be carried out as per the direction of engineer incharge of work.