Public Works Department Tender

Vol 1 I.No 2.5.2 Pg No. 16 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates As per the direction of engineer incharge of the work (Vol 1 I.No 2.5.2 Pg No. 16)

Vol 3 I.No 4.1.(v) Pg No. 23 - Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material As per the direction of engineer incharge of the work (Vol 3 I.No 4.1.(v) Pg No. 23)

Vol 3 I.No 4.17 Pg No. 26 - 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. As per the direction of engineer incharge of the work (Vol 3 I.No 4.17 Pg No. 26)

Vol 1 I.No 2.11.h Pg No. 18 - 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 As per the direction of engineer incharge of the work (Vol 1 I.No 2.11.h Pg No. 18)

Vol 3 I.No 12.4 Pg No. 117 - Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. As per the direction of engineer incharge of the work (Vol 3 I.No 12.4 Pg No. 117)

Vol 3 I.No 12.3.A Pg No. 117 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. Granular material As per the direction of engineer incharge of the work (Vol 3 I.No 12.3.A Pg No. 117)

Vol 3 I.No 8.18 Pg No. 67 - Boundary pillar / Guard Stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting As per the direction of engineer incharge of the work (Vol 3 I.No 8.18 Pg No. 67)

Vol 3 I.No 8.17 Pg No. 67 - Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings As per the direction of engineer incharge of the work (Vol 3 I.No 8.17 Pg No. 67)

Vol 3 I.No 8.6.ii Pg No. 64 - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 90 cm equilateral triangle. As per the direction of engineer incharge of the work (Vol 3 I.No 8.6.ii Pg No. 64)

Vol 3 I.No 8.6.x Pg No. 65 - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 80 mm x 60 mm rectangular As per the direction of engineer incharge of the work (Vol 3 I.No 8.6.x Pg No. 65)

Vol 3 I.No 8.10 Pg No. 66 - Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces As per the direction of engineer incharge of the work (Vol 3 I.No 8.10 Pg No. 66)

Vol 1 I.No 1.8 Pg No. 7 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage& all other appurtenaces required to complete the work.As per the direction of engineer incharge of the work (Vol 1 I.No 1.8 Pg No. 7)

Vol 2 I.No 21.1 Pg No. 213 - Raking out joints of stone masonry surface to the required width and depth, with due care and precaution, by mechanical / manual means, including preparing and cleaning the surface for re-pointing/ refilling of joints, including disposal of rubbish to the dumping ground to nearest area. As per the direction of engineer incharge of the work (Vol 2 I.No 21.1 Pg No. 213)

WRD Vol 4 I.No 4.10 Pg No. 60 - Providing cement mortar pointing to coursed rubble ( size stone ) face stone masonry in CM 1 : 2 proportion by volume including cost of all materials, labour, raking and cleaning joints for 50 mm depth, batching and mixing mortar, pressing mortar into joints, finishing, curing and all other ancillary operations complete. As per the direction of engineer incharge of the work (WRD Vol 4 I.No 4.10 Pg No. 60)

Vol 2 I.No 8.3.1 Pg No. 41 - Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Vol 2 I.No 8.3.1 Pg No. 41)

Vol 3 I.No 15.11 Pg No. 136 - Epoxy bonding of new concrete to old concrete As per the direction of engineer incharge of the work (Vol 3 I.No 15.11 Pg No. 136)

Vol 3 I.No 6.6 Pg No. 51 - Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Paver Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) (Vol 3 I.No 6.6 Pg No. 51)

Vol 1 Addendum I Sl.No 8 Pg No. 111 - Percentage Additionalities for Formwork, Centering & Scaffolding Culverts (Head walls) -8% From Qty vide Item No 3 (Vol 1 Addendum I Sl.No 8 Pg No. 111)

Vol 1 Addendum I Sl.No 3 Pg No. 111 - Percentage Additionalities for Formwork, Centering & Scaffolding Foundation, Sub structure of Cross drainages - 5% Form Qty vide Item No 4 (Vol 1 Addendum I Sl.No 3 Pg No. 111)