Public Works Department Tender

12.3A - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification (PWD COMMON SR CONTINUED 2024-25, Volume-3, S.R.I.No. 12.3A P.117) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work.

1.19.1 - Earth work excavation for pipeline trenches by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.Ordinary/soft rock (without requiring blasting) Depth upto 1.50m (PWD COMMON SR CONTINUED 2024-25 VOLUME - 1 Item No. 1.19.1, PAGE 10) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work.

2.1.3 - 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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD COMMON SR CONTINUED 2024-25, Volume-1, S.R.I.No. 2.1.3 P.15) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work.

12.2 - 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 (PWD COMMON SR CONTINUED 2024-25 VOLUME - 3, Item No. 12.2 PAGE 117) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work.

14.4 A - Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe embankment complete as per drawing and Technical specification. (PWD COMMON SR CONTINUED 2024-25, Volume-3 Page No:- 129 Item No:-14.4 A) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work.

17 C2 - Providing and fixing in position 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 600 mm. Long and at 300 mm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. (PWD COMMON SR CONTINUED 2024-25 VOLUME - 3, Item No.17 C2, PAGE 163) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work.

2.5.2 - 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 to be paid separately) cost of form work included M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (INCLUDING FORM WORK) (S.R.I.No.2.5.2, P.16, Vol-1 PWD SR 2023-24 continued for the year 2024-25) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work.