Minor Irrigation Department Tender

KPWD Common Uni SR Vol-1 Item No.1.15.2 Page 9 - 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. a)In ordinary/soft rock without blasting depth exceeding 1.5m but not exceeding 3m with all leads and lifts including loading & unloading as per the directions of the Engineer-incharge of the work

Common SR Vol.1 It.No. 2.1.3 P.No.15 - Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specification mix 1:3:6 using 40mm nominal size graded crused coarse aggregates with all leads and lifts including loading & unloading as per the directions of the Engineer-incharge of the work

KPWD Common Uni SR Vol-1 Item No.2.2.1 Page 15 - Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all leads and lifts including loading & unloading as per the directions of the Engineer-incharge of the work

KPWD Common Uni SR Vol-1 Item No.2.5.2 Page 16 - Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all leads and lifts including loading & unloading as per the directions of the Engineer-incharge of the work

KPWD Common Uni SR Vol-1 Item No.2.11 e Page 18 - 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. Dam & Alied works with all leads and lifts including loading & unloading as per the directions of the Engineer-incharge of the work

WRD MI Common Uni SR Vol-4 Item No.6.5 Page 74 - Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, slide tracks, seal seats, guide rails, dogging sets for storage of stoplog elements with all accessories for spillway stop log gate elements including cost of all materials, machinery, labour, cutting, aligning, welding, anchoring, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint and all other ancillary operations complete as per specifications and approved drawing with all leads and lifts including loading & unloading as per the directions of the Engineer-incharge of the work

WRD MI Common Uni SR Vol-4 Item No.6.18 Page 79 - Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting brackets, guide shoes, rubber seals with all accessories for barrage including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing and all other ancillary operations complete as per specifications and approved drawings with all leads and lifts including loading & unloading as per the directions of the Engineer-incharge of the work

WRD MI Common Uni SR Vol-4 Item No.3.4 Page 47 - Providing hearting casing embankment using homogeneous approved soil from borrow areas in layers of 250 to 300 mm before compaction including cost of all materials machinery labour all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations cmplete with all leads and lifts including loading & unloading as per the directions of the Engineerincharge of the work

WRD MI Common Uni SR Vol-4 Item No.3.41.2 Page 54 - Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete with all leads and lifts including loading & unloading as per the directions of the Engineer-incharge of the work

WRD MI Common Uni SR Vol-4 Item No.1.1 Page 129 - Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification with all leads and lifts including loading & unloading as per the directions of the Engineer-incharge of the work