1706953460000 | 1 | None | None | Irrigation and Other Works | CONSTRUCTION OF ANICUT-CUM-BRIDGE (BRIDGE-CUM-BARRAGE SITE-2) ACROSS LOCAL NALA NEAR KADTAL (KADTAL TANDA) VILLAGE IN SEDAM TALUKA KALABURAGI DISTRICT. (UNDER PMKSY FOR THE YEAR 2022-23) | 22330775.75 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2419069 | 72528 | None | MIN01 | BCB: Clearing thick jungle growth (less than 50 percent open space) including bushes up to 300 mm/ parthenium and other weeds including burning or disposing off the same as directed etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Sqm | 3.15 | 3.15 | 4200.0 | False | None | None | False | None | False | 13230.0 | 0 | 2419070 | 72528 | None | MIN02 | Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Each | 20.48 | 20.48 | 1200.0 | False | None | None | False | None | False | 24576.0 | 0 | 2419071 | 72528 | None | MIN03 | Cutting and removing jauliflora bushes above 1.50 m upto 3.00 m girth excluding removal of stumps and including burning or disposing off the materials etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Each | 40.95 | 40.95 | 800.0 | False | None | None | False | None | False | 32760.0 | 0 | 2419072 | 72528 | None | MIN04 | Providing and placing sand bags consisting of empty cement bags filled with 35 to 40 Kg locally available sand for forming ring bund including plugging the joints with selected earth, cost of all labour, materials etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Each | 51.45 | 51.45 | 2400.0 | False | None | None | False | None | False | 123480.0 | 0 | 2419073 | 72528 | None | MIN05 | Filling clayey soil between two rows of sand bags placed for forming ring bund including tamping, plugging leakage points etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 276.15 | 276.15 | 162.0 | False | None | None | False | None | False | 44736.3 | 0 | 2419074 | 72528 | None | MIN06 | Earth work excavation for foundation by mechanical means for all works in all kinds of soil and 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 appurtenances required to complete the work etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 76.65 | 76.65 | 5933.85 | False | None | None | False | None | False | 454829.6025 | 0 | 2419075 | 72528 | None | MIN07 | Earth work excavation for foundation by mechanical means for all works in ordinary/ soft rock without blasting from 1.50 to 3.00 m depth 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 appurtenances required to complete the work etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 356.4 | 356.4 | 496.7 | False | None | None | False | None | False | 177023.88 | 0 | 2419076 | 72528 | None | MIN08 | Preparing foundation bed for masonry or concrete by removing all loose material by wedging/ chiselling and disposing off the same as directed and cleaning the surface with air and water jet including cost of all materials, machinery, labour etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Sqm | 47.25 | 47.25 | 655.9 | False | None | None | False | None | False | 30991.275 | 0 | 2419077 | 72528 | None | MIN09 | Providing and fixing 25 mm dia 2.75 m long ribbed steel anchor rods with one end split and driven firmly using steel wedge into 1.25 m deep 38 mm dia hole drilled in bed rock and other end provided with L-bend for embedding in concrete/ masonry for spillway and appurtenant works including cost of all materials, machinery, labour, steel wedge, drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Each | 1314.51 | 1314.51 | 80.0 | False | None | None | False | None | False | 105160.8 | 0 | 2419078 | 72528 | None | MIN10 | Supplying, fitting and placing TMT Fe550 reinforcement in foundation/ sub-structure/ super-structure complete as per drawing and technical specifications etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Tonne | 84311.85 | 84311.85 | 32.62 | False | None | None | False | None | False | 2750252.547 | 0 | 2419079 | 72528 | None | MIN11 | Providing and laying in position reinforced cement concrete M25 (design mix) using 20 mm minimal size graded crushed coarse aggregates 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) etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 6277.95 | 6277.95 | 1385.08 | False | None | None | False | None | False | 8695462.986 | 0 | 2419080 | 72528 | None | MIN12 | Providing centering, shuttering, formwork, scaffolding, etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 188.34 | 188.34 | 1385.08 | False | None | None | False | None | False | 260865.9672 | 0 | 2419081 | 72528 | None | MIN13 | Providing and laying in position reinforced cement concrete M25 design mix using 20 mm nominal size graded crushed coarse aggregates for all sub-structures of building, irrigation works, bridges, drains & 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 necessary, 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) etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 6291.6 | 6291.6 | 692.25 | False | None | None | False | None | False | 4355360.1 | 0 | 2419082 | 72528 | None | MIN14 | Providing centering, shuttering, formwork, scaffolding, etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 629.16 | 629.16 | 692.25 | False | None | None | False | None | False | 435536.01 | 0 | 2419083 | 72528 | None | MIN15 | Providing and laying in position reinforced cement concrete M25 design mix using 20 mm nominal size graded crushed coarse aggregates for all super-structures of building, road, water, irrigation & 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) etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 6495.3 | 6495.3 | 152.67 | False | None | None | False | None | False | 991637.451 | 0 | 2419084 | 72528 | None | MIN16 | Providing centering, shuttering, formwork, scaffolding, etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 1299.06 | 1299.06 | 48.75 | False | None | None | False | None | False | 63329.175 | 0 | 2419085 | 72528 | None | MIN17 | Providing and forming expansion joint for spillway bridge consisting of 75 x 75 x 6 mm angles 2 numbers provided with 250 mm long 12 mm dia anchors fixed to both flanges at 150 mm c/ c and 140 x 6 mm plate welded on top of one of the angle including cost of all materials, labour, machinery, providing and fixing 38 mm thick joint filler board matching the thickness of wearing coat, painting etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Mtr | 2617.65 | 2617.65 | 20.0 | False | None | None | False | None | False | 52353.0 | 0 | 2419086 | 72528 | None | MIN18 | 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 etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Mtr | 324.47 | 324.47 | 50.0 | False | None | None | False | None | False | 16223.5 | 0 | 2419087 | 72528 | None | MIN19 | Providing rubble/ boulder and sand filling behind abutment and return walls in layers including cost of all materials, machinery, labour, watering, ramming etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 2208.15 | 2208.15 | 161.08 | False | None | None | False | None | False | 355688.802 | 0 | 2419088 | 72528 | None | MIN20 | Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, wheel tracks, seal seats, guide rails etc., with all accessories for vertical lift barrage gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint etc., complete as per specifications and approved drawings with all leads and lifts including packaging/ forwarding charges for other components/ materials. etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Tonne | 280035.0 | 280035.0 | 1.18 | False | None | None | False | None | False | 330441.3 | 0 | 2419089 | 72528 | None | MIN21 | Design, fabrication, supply, erection, testing and commissioning sliding type interchangeable stoplog gate elements consisting of skin plate, horizontal and vertical girders, slide blocks, stiffeners, guide-shoes, rubber seals etc., with all accessories for canal regulator vent including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coats of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing etc., complete as per specifications and approved drawings with all leads and lifts for including packing/ forwarding charges for other material etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Tonne | 171255.0 | 171255.0 | 5.02 | False | None | None | False | None | False | 859700.1 | 0 | 2419090 | 72528 | None | MIN22 | Providing and constructing protective railing consisting of cast in-situ railing posts of size 150 x 150 mm at bottom, 100 x 100 mm at top and 750 mm height, placed approximately at 2 m centre to centre in M-20 (28 days cube compressive strength not less than 20 N / sq mm) grade cement concrete using 20 mm down approved clean, hard, graded aggregates with each post reinforced by 4 numbers 8 mm dia.main bars embedded in kerb concrete for 400 mm depth and 5 numbers 6 mm dia stirrups and fixing 3 rows of 40 mm dia GI pipes with two coats of synthetic enamel painting over a coat of red oxide primer paint including cost of all materials, machinery, labour, formwork, supports, fabricating and placing reinforcement bars, batching, mixing, placing in position, compacting, finishing, curing etc., complete with all lead and lifts - etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Mtr | 1710.37 | 1710.37 | 84.0 | False | None | None | False | None | False | 143671.08 | 0 | 2419091 | 72528 | None | MIN23 | Providing homogeneous embankment using homogeneous approved soil from borrow area 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 to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 481.95 | 481.95 | 259.2 | False | None | None | False | None | False | 124921.44 | 0 | 2419092 | 72528 | None | MIN24 | Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per Sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing/ wedging stone chips, finishing, etc. complete complete with all lead and lifts etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Sqm | 438.9 | 438.9 | 2640.0 | False | None | None | False | None | False | 1158696.0 | 0 | 2419093 | 72528 | None | MIN25 | Godown Building: Earth work excavation for foundation by mechanical means for all works in all kinds of soil and 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 appurtenances required to complete the work etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 76.65 | 76.65 | 49.69 | False | None | None | False | None | False | 3808.7385 | 0 | 2419094 | 72528 | None | MIN26 | Providing and laying in position reinforced cement concrete M25 (design mix) using 20 mm minimal size graded crushed coarse aggregates 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) etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 6277.95 | 6277.95 | 2.03 | False | None | None | False | None | False | 12744.2385 | 0 | 2419095 | 72528 | None | MIN27 | Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for RCC work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members wherever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications (The laps and wastages shall not be measured separately) etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Kg | 96.6 | 96.6 | 1638.0 | False | None | None | False | None | False | 158230.8 | 0 | 2419096 | 72528 | None | MIN28 | Providing and laying in position reinforced cement concrete M25 design mix using 20 mm nominal size graded crushed coarse aggregates for all sub-structures of building, irrigation works, bridges, drains & 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 necessary, 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) etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 6291.6 | 6291.6 | 12.96 | False | None | None | False | None | False | 81539.136 | 0 | 2419097 | 72528 | None | MIN29 | Providing centering, shuttering, formwork, scaffolding, etc @ 3% etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 188.75 | 188.75 | 6.08 | False | None | None | False | None | False | 1147.6 | 0 | 2419098 | 72528 | None | MIN30 | Providing centering, shuttering, formwork, scaffolding, etc @ 70% etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 4404.12 | 4404.12 | 0.58 | False | None | None | False | None | False | 2554.3896 | 0 | 2419099 | 72528 | None | MIN31 | Providing and laying in position reinforced cement concrete M25 design mix using 20 mm nominal size graded crushed coarse aggregates for all super-structures of building, road, water, irrigation & 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) etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 6495.3 | 6495.3 | 5.31 | False | None | None | False | None | False | 34490.043 | 0 | 2419100 | 72528 | None | MIN32 | Providing centering, shuttering, formwork, scaffolding, etc @ 70% etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 4546.71 | 4546.71 | 2.01 | False | None | None | False | None | False | 9138.8871 | 0 | 2419101 | 72528 | None | MIN33 | Providing centering, shuttering, formwork, scaffolding, etc @ 60% etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 3897.18 | 3897.18 | 4.15 | False | None | None | False | None | False | 16173.297 | 0 | 2419102 | 72528 | None | MIN34 | Providing centering, shuttering, formwork, scaffolding, etc @ 45% etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 2922.89 | 2922.89 | 0.14 | False | None | None | False | None | False | 409.2046 | 0 | 2419103 | 72528 | None | MIN35 | Providing centering, shuttering, formwork, scaffolding, etc @ 50% etc., complete with all lead and lifts as per directed by Engineer-in-charge. - etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 3247.65 | 3247.65 | 5.31 | False | None | None | False | None | False | 17245.0215 | 0 | 2419104 | 72528 | None | MIN36 | Providing coursed rubble masonry (first sort) with hard stone in foundation & plinth with cement mortar 1:6 etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 5820.15 | 5820.15 | 28.62 | False | None | None | False | None | False | 166572.693 | 0 | 2419105 | 72528 | None | MIN37 | 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 etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 214.2 | 214.2 | 24.23 | False | None | None | False | None | False | 5190.066 | 0 | 2419106 | 72528 | None | MIN38 | Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Sqm | 420.0 | 420.0 | 35.64 | False | None | None | False | None | False | 14968.8 | 0 | 2419107 | 72528 | None | MIN39 | Providing brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement: 4 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 etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Cum | 8022.0 | 8022.0 | 11.65 | False | None | None | False | None | False | 93456.3 | 0 | 2419108 | 72528 | None | MIN40 | Providing 20 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) 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 etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Sqm | 313.95 | 313.95 | 163.35 | False | None | None | False | None | False | 51283.7325 | 0 | 2419109 | 72528 | None | MIN41 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Sqm | 110.25 | 110.25 | 163.35 | False | None | None | False | None | False | 18009.3375 | 0 | 2419110 | 72528 | None | MIN42 | Supplying and fixing rolling shutters of approved make, made of required size MS laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Sqm | 2635.5 | 2635.5 | 9.6 | False | None | None | False | None | False | 25300.8 | 0 | 2419111 | 72528 | None | MIN43 | Providing and fixing MS grills of required pattern in frames of windows etc. with MS flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings/ wooden frames with rawl plugs screws etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | Kg | 164.85 | 164.85 | 49.35 | False | None | None | False | None | False | 8135.3475 | 0 | 2419112 | 72528 | None | MIN44 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border/ messages/ symbols etc. with approved colour shade paint complete, on MS angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc. and fixing the boards in 1:4:8 concrete block of size 60 x 60 x 75 cm including, excavation, refilling, transportation, and labour --- etc., complete with all lead and lifts as per directed by Engineer-in-charge. etc., complete with all lead and lifts as per directed by Engineer-in-charge. | No. | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
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