Public Works Department Tender

1.15.1,VOL-1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In ordinary/soft rock without blasting upto 1.5 m depth, V.1, P.8, Item no.1.15.1 ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work

2.1.3,VOL-1 - 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, formwork and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates, V-1, 15, 2.1.3 ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work

2.2.3,VOL-1 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement to be paid separately),M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, V-1,P-15,2.2.3 ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work

2.11h,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 specification, All other type of structures V-1, 18, 2.11 h ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work

14.12,VOL-3 - Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of + 2%) Zinic+PVC coated, Mesh wire diameter 2.7/3.7 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mmID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. CPWD DSR VOLII, Pg 262, code 16.95 ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work

7.5,VOL-3 - With reinforcing elements of synthetic geogrid (including cost of loopings for joining with Facia pannel) as per drawing. all complete as per directions of Engineer in charge of work V-3 Reinforced earth , 58, 7.5. ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work

DR1 - Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of + 2%) Zinic+PVC coated, Mesh wire diameter 2.7/3.7 mm, mechanically edged/selvedged shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mmID/OD), as per drawing, all complete as per directions of Engineer-in-charge. Data Rate-SEOFFICE-MYS-CIR-2024-25-4218-19 DATE-21-8-24 ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work

14.6,VOL-3 - Laying of a Geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/ cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.V-3, 129, 14.6 ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work

1.8,VOL-1 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or priorexcavation 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. (A) , V-1, pg 7, 1.8 ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work

1.9,VOL-1 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m V-1,p-7,1.9 ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work

12.4,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 60 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.V-3, 117, 12.4 ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work

11.26.1,VOL-2 - Providing and fixing Steel work welded in built up sections/ framedwork, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.V-2, 84, 11.26.1 ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work

10.14.21,VOL-5 - Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. V-5, 120, 10.14.21 ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work

PG111,VOL-1 - Additionalities for Formwork, centring, & Scaffolding for sub structure. Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental harges etc., complete. The work shall be carried out as per the directions of the Engineer-in- Charge of the work. ITEM SPEC NO: PWD SR, 2023-24, VOL-1, PG NO-111 ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work