Public Works Department Tender

Item 5. (Addendum-I) Pg. 111 Vol 1 - Formwork for foundations of abutment, pier and earth retaining structures @ 4% cost of concrete ---- 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.

Item 2.4.3 Pg. 16 Vol 1 - Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- 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.

Item 10. (Addendum-I) Pg. 111 vol-I - Formwork for Abutment, pier , Return Wall and Retaining Wall@ 10% cost of concrete ---- 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.

Item 2.5.2 Pg. 16 Vol 1 - Providing and laying in position Reinforced cement concrete for all Super structures of building, Irrigation works, Super structure works of bridgesupto 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 & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- 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.

Bridges Item 1. (Addendum-I) Pg. 112 vol-I - Formwork for Deck Slab, Dirt Wall@ 20% cost of concrete ---- 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.

Item 2.11 b Pg. 18 Vol 1 - 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 specificationb. Foundations of Bridges ---- 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.

Item 2.11 c Pg. 18 Vol 1 - 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 specificationb. Substructure of Bridges ---- 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.

Item 2.11 c Pg. 18 Vol 1 - 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 specificationb. Superstructure of Bridges ---- 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.

Item 12.4 Pg. 117 Vol 3 - 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. ---- 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.

Item 12.2 Pg. 117 Vol 3 - 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 ---- 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.

Item 12.3(A) Pg. 117 Vol 3 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. Granular Material ---- 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.

Item 13.8 Pg. 121 Vol 3 - PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification ---- 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.

Item 13.9 Pg. 122 Vol 3 - Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) ---- 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.

Item 13.5 Pg. 122 Vol 3 - Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. ---- 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.

Item 13.7 Pg. 122 Vol 3 - Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification ---- 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.

Item 1.8 Pg. 7 Vol 1 - 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. ---- 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.

Item 3.6 Pg. 17 Vol 3 - 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" ---- 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.

Item 4.2(v) Pg. 23 Vol 3 - 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 -III Material ---- 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.