Rural Development And Panchayat Raj Department Tender

code04 - KSRB 2.8 : Providing and Filling in foundation with granite / trap broken metal 100mm. and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. & with all lead and lift. and as per direction of the Engineer in charge of work.

code05 - 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 specificationsMix 1:4:8(M5) using 40 mm nominal size graded crushed coarse. (The cost of steel reinforcement & formwork shall be paid separately) & with all lead and lift. and as per direction of the Engineer in charge of work.

code06 - Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (Thelaps and wastages shall not be measured separately) & with all lead and lift. and as per direction of the Engineer in charge of work.

code07 - 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) M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates & with all lead and lift. and as per direction of the Engineer in charge of work.

code08 - Centering Charges for Footing & with all lead and lift. and as per direction of the Engineer in charge of work.

code09 - Centering Charges for Column & with all lead and lift. and as per direction of the Engineer in charge of work.

code10 - 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 : cement mortor 1:6 & with all lead and lift. and as per direction of the Engineer in charge of work.

code11 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) & with all lead and lift. and as per direction of the Engineer in charge of work.

code12 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works ofbridges, 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 and down size graded crushed coarse aggregates & with all lead and lift. and as per direction of the Engineer in charge of work.

code13 - Centering charges for Plinth

code14 - Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. & with all lead and lift. and as per direction of the Engineer in charge of work.

code15 - 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 finsishing concrete structure in line, 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) M20 Design Mix Using 20 mm and down size graded crushed coarseaggregates & with all lead and lift. and as per direction of the Engineer in charge of work.

code16 - Centering Charges for lintel & beam & with all lead and lift. and as per direction of the Engineer in charge of work.

code17 - Centering Charges for Roof & with all lead and lift. and as per direction of the Engineer in charge of work.

code18 - Centering Charges for chajja & with all lead and lift. and as per direction of the Engineer in charge of work.

code19 - Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.

code20 - Fabrication supplying and erecting M.S. tubular trusses of all spans as per approved drawing & design with prefabricated steel applications using quality material and are durable, reliable and corrosion and abrasion resistant. Welding shall confirm to latest structural welding code. Quality shall be on various parameters like shape, size, design gauge and polish. The entire trusses is anchored in RCC column by using 4 nos of M.S. anchor bolts at each support with 10mm thick base plate and shoe plate. The work includes cutting, straightening, placing in position of M.S. pipes and welding wherever necessary and applying one coat of redoxide primer coat to all the members including cost of all materials, labour charges, and hire charges of machineries for cutting, welding, grinding and erection equipments, with all lead and lift, transportation, letc., complete as per specification & with all lead and lift. and as per direction of the Engineer in charge of work.

code21 - Providing and fixing of pre pigmented extruded orange cement roof tiles of size 420mm x 330mm with necessary specials such as Ridges, Barges and Nails etc. including cast of providing PVC (6.00kgs/sq cm) gutters of min 6” radius and down water pipes of 4” dia as per the roof design on EXISTING MS/WOODEN ROOF or TRUSS. Including cost of materials, scaffoldings, labour etc., compelte as per specifications. & with all lead and lift. and as per direction of the Engineer in charge of work.

code22 - Providing and installing of pre painted Galvolume iron Trapezoidal profiled sheet of approved make 1060 mm width (1000 mm cover width), 28-30 mm crest height with crest distance of 200 mm c/c with 2 ribs at the centre for stiffening. The total coated thickness (TCT) of the sheet will be 0.47 mm +/- 0.02 mm tolerance Zinc-Alu Alloy coating AZ150 gsm as per ASTM 1397/A755-550 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 20-22 microns using self drilling/self tapping screws of 25 mm length, to be fixed over the existing purlins, rafters, channels and trusses & with all lead and lift. and as per direction of the Engineer in charge of work.

code23 - Supplying heavy gauge PVC conduit pipe mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 19/20 mm dia 2 mm thick & with all lead and lift. and as per direction of the Engineer in charge of work.

code24 - Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary 19/20 mm dia 2 mm thick & with all lead and lift. and as per direction of the Engineer in charge of work.

code25 - Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc135 x 75 x 65 mm & with all lead and lift. and as per direction of the Engineer in charge of work.

code26 - Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc200 x 200 x 65 mm & with all lead and lift. and as per direction of the Engineer in charge of work.

code27 - Supplying and fixing PVC/metal conduit Deep junction box - 32 mm deep Junction box & with all lead and lift. and as per direction of the Engineer in charge of work.