Public Works Department Tender

ItemCode2.1.3Vol No1PNo15 - 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 ---- Work should be carried out as per the direction of engineer incharge of work.

ItemCode2.2.3Vol No1PNo15 - 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 & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work.

ItemSN-1aVol No1PNo111 - Additional for formwork, Centering & Scaffolding for Sl No 1 a: Foundation upto plinth Isolated As per Appendix-I in Volume-1 of page No.-111 (@8% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work.

Item2.3.2Vol No1PNo16 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 ---- Work should be carried out as per the direction of engineer incharge of work.

ItemSL No-9Vol No1PNo111 - Additional for formwork, Centering & Scaffolding for Sl No 8: Columns & Piers As per Appendix-I in Volume-1 of page No.-111 (@70% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work.

Item1.9Vol No1PNo7 - 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. ---- Work should be carried out as per the direction of engineer incharge of work.

Item1.8Vol No1PNo7 - 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 appurtenances required to complete the work. If the height of embankment construction is more than 1.50 m add 5Percent per cum for every 1.50 m height or part there off ---- Work should be carried out as per the direction of engineer incharge of work.

Item5.4Vol No2PNo9 - Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- Work should be carried out as per the direction of engineer incharge of work.

Item2.5.2Vol No1PNo16 - 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 ---- Work should be carried out as per the direction of engineer incharge of work.

ItemSl No-9Vol No1PNo111 - Additional for formwork, Centering & Scaffolding for Sl No 8 : Columns & Piers As per Appendix-I in Volume-1 of page No.-111 (@70% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work.

ItemSl No-14Vol No1PNo112 - Additional for formwork, Centering & Scaffolding for Sl No 12 : beam & lintels As per Appendix-I in Volume-1 of page No.-112 (@60% of Finished Rate) ---- Work should be carried out as per the direction of engineer incharge of work.

Item2.11 aVol No1PNo18 - 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.a.Buildings ---- Work should be carried out as per the direction of engineer incharge of work.

Item11.28Vol No2PNo85 - Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work should be carried out as per the direction of engineer incharge of work.