Public Works Department Tender

Vol-1,I.No.2.2.3,PNo.15 - Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(Vol-1,I.No.2.2.3,PNo.15) ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

Vol-1,I.No.2.4.3,PNo.16 - 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(Vol-1,I.No.2.4.3,PNo.16) ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

Vol-1,I.No.2.11(b),PNo.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.Foundations of Bridges (Vol-1,I.No.2.11(b),PNo.18) ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

Vol-1,I.No.2.11(c),PNo.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.Sub structure of Bridges. (Vol-1,I.No.2.11(c),PNo.18) ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

Vol-1,I.No.2.5.2,PNo.16 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Vol-1,I.No.2.5.2,PNo.16) ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

Vol-1,I.No.2.11(d),PNo.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.Super structure of Bridges. (Vol-1,I.No.2.11(d),PNo.18) ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

Vol-3,I.No.8.22,PNo.68 - Tubular Steel Railing on Precast RCC Posts, 1.2 m High Above Ground Level Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 m high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2m centre to, complete as per approved drawing(Vol-3,I.No.8.22,PNo.68) ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

Vol-3,I.No.12.2,PNo.117 - Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. (Vol-3,I.No.12.2,PNo.117) ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

Vol-3,I.No.12.4,PNo.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. (Vol-3,I.No.12.4,PNo.117) ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

Vol-3,I.No.12.3A,PNo.117 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A Granular material. (Vol-3,I.No.12.3A,PNo.117) ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

Vol-1,I.No.1.8,PNo.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. (Vol-1,I.No.1.8,PNo.7) ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

Vol-3,I.No.8.54,PNo.78 - Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. (Vol-3,I.No.8.54,PNo.78) ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

Vol-3,I.No.4.13 A (ii) (b),PNo.26 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory 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.Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg) ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

Vol-3,I.No.16.28,PNo.149 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.