Public Works Department Tender

Vol-4,I.No.2.8,PNo.38 - Providing and fixing 25 mm dia 3 m long cold twisted deformed steel dowel bars with one end driven into 38 mm dia 1.50 m deep hole drilled in bed rock and other end provided with L - bend for embedding in concrete / masonry of over flow / non-over flow blocks and other appurtenant works including cost of all materials, machinery, labour, drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod etc., complete with all lead and all lifts.(Vol-4,I.No.2.8,PNo.38) ---- 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.2.1.3,PNo.15 - Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates.(Vol-1,I.No.2.1.3,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.2.2.3,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.14.4(A),PNo.129 - Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder. (Vol-3,I.No.14.4(A),PNo.129) ---- 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.