| 3038719 | 102585 | None | 19.2.1 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. (PWD SR P-163, I No 19.2.1) (PWD SR 2021-22) Volume-2 | Cum | 1337.7 | 1337.7 | 6.44 | False | None | None | False | None | False | 8614.788 | 0 |
| 3038720 | 102585 | None | 19.7.2 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. In lime mortar (PWD SR P-163, I No 19.7.2) (PWD SR 2021-22) Volume-2 | Cum | 469.35 | 469.35 | 0.44 | False | None | None | False | None | False | 206.514 | 0 |
| 3038721 | 102585 | None | 2.1.4 | 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 20 mm nominal size graded crushed coarse aggregates(Page. 15. No.2.1.4 of PWD CM SR) V-1 | Cum | 6014.4 | 6014.4 | 6.44 | False | None | None | False | None | False | 38732.736 | 0 |
| 3038722 | 102585 | None | 9.11 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. (Page.60. No.9.11 of PWD SR) V-2 | Sqm | 800.1 | 800.1 | 84.77 | False | None | None | False | None | False | 67824.477 | 0 |
| 3038723 | 102585 | None | 11.34 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding (Page.85. No.11.34A of PWD SR) V-2 | Sqm | 152.25 | 152.25 | 1890.42 | False | None | None | False | None | False | 287816.445 | 0 |
| 3038724 | 102585 | None | 11.5.1 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour,usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(Page No. 75 / Item No. 11.5.1) V-2 | Cum | 3843.0 | 3843.0 | 8.74 | False | None | None | False | None | False | 33587.82 | 0 |
| 3038725 | 102585 | None | 9.24 | Providing and laying Polished Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed bythe Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye,Lakared, River Pink, Orissa Blue or equivalent. (Page.63. No.9.24 of PWD SR) V-2 | Sqm | 3013.5 | 3013.5 | 4.2 | False | None | None | False | None | False | 12656.7 | 0 |
| 3038726 | 102585 | None | 14.4.1 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern (Page.123. No.14.4.1 of PWD SR) V-2 | Sqm | 3712.8 | 3712.8 | 1.0 | False | None | None | False | None | False | 3712.8 | 0 |
| 3038727 | 102585 | None | 11.16.1 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc.complete. Hot finished seamless type tubes including cost of materials,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (Page No.81 / Item No. 11.16.1) | Mtr | 142.8 | 142.8 | 1439.74 | False | None | None | False | None | False | 205594.872 | 0 |
| 3038728 | 102585 | None | 7.38 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces,excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (Page No. 26 / Item No. 7.38 PWD SR V-2) | Sqm | 583.8 | 583.8 | 12.0 | False | None | None | False | None | False | 7005.6 | 0 |
| 3038729 | 102585 | None | 7.39.6 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Gutter (600 mm over all girth) (Page No. 27 / Item No. 7.39.6 PWD SR V-2) | Mtr | 897.75 | 897.75 | 10.0 | False | None | None | False | None | False | 8977.5 | 0 |
| 3038730 | 102585 | None | 8.40 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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.(Page. 48 /Item No.8.40 PWD SR V-2) | Sqm | 94.5 | 94.5 | 277.31 | False | None | None | False | None | False | 26205.795 | 0 |
| 3038731 | 102585 | None | 13.33.3 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings This includes jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in ChargeExternal work (Page. . No.13.33.3 of PWD SR) V-2 | Mtr | 313.95 | 313.95 | 150.0 | False | None | None | False | None | False | 47092.5 | 0 |
| 3038732 | 102585 | None | 1.15.1 | 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 (P.No.8/I.No. 1.15.1 of PWD CM SR ) V-1 | Cum | 285.6 | 285.6 | 5.63 | False | None | None | False | None | False | 1607.928 | 0 |
| 3038733 | 102585 | None | 2.1.3 | 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 and down size graded crushed coarse aggregates(Page. 15. No.2.1.3 of PWD CM SR) V-1 | Cum | 5831.7 | 5831.7 | 1.13 | False | None | None | False | None | False | 6589.821 | 0 |
| 3038734 | 102585 | None | 5.1.1 | 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 : (Page. 25 / Item No. 5.1.1 ) | Cum | 4987.5 | 4987.5 | 3.17 | False | None | None | False | None | False | 15810.375 | 0 |
| 3038735 | 102585 | None | 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)(P.No.9/I.No. 5.4 of PWD SR) V-2 | Cum | 5619.6 | 5619.6 | 2.03 | False | None | None | False | None | False | 11407.788 | 0 |
| 3038736 | 102585 | None | 2.1.4 | 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 20 mm nominal size graded crushed coarse aggregates(Page. 15. No.2.1.4 of PWD CM SR) V-1 | Cum | 6014.4 | 6014.4 | 0.68 | False | None | None | False | None | False | 4089.792 | 0 |
| 3038737 | 102585 | None | 6.33 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (Page. 17 /Item No.6.33 PWD SR ) V-2 | Cum | 1114.05 | 1114.05 | 16.2 | False | None | None | False | None | False | 18047.61 | 0 |
| 3038738 | 102585 | None | 8.3.1 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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. (P.No.41/I.No.8.3.1 of PWD SR) V-2 | Cum | 313.95 | 313.95 | 33.9 | False | None | None | False | None | False | 10642.905 | 0 |
| 3038739 | 102585 | None | 8.28 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade 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. (Page.145 / Item No. 8.28) | Cum | 69.3 | 69.3 | 39.9 | False | None | None | False | None | False | 2765.07 | 0 |
| 3038740 | 102585 | None | 11.57.2 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. (Page.95 / Item No. 11.57.2) | Mtr | 100.8 | 100.8 | 34.2 | False | None | None | False | None | False | 3447.36 | 0 |
| 3038741 | 102585 | None | 11.61 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontalR.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/mm2 with tape (0.52 mm thick) and weight 43.478 g/m (cost of M.S. angle, C.C. blocks shall be paid separately) (Page.95 / Item No. 11.61) | No | 273.0 | 273.0 | 10.0 | False | None | None | False | None | False | 2730.0 | 0 |
| 3038742 | 102585 | None | 1181 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 1mm gap for thermal expansion PVC pipe - OD 75mm and 6 Kg/sqcm[P.No- 34, SI.No-1181] (PWD SR 2021-22) Volume-V | Mtr | 129.15 | 129.15 | 10.0 | False | None | None | False | None | False | 1291.5 | 0 |
| 3038743 | 102585 | None | 13.2.2 | Providing and fixing brass bib cock of approved quality : 20 mm nominal bore (Page No. 115 I.no. 13.2.2) | Each | 362.25 | 362.25 | 10.0 | False | None | None | False | None | False | 3622.5 | 0 |
| 3038744 | 102585 | None | 697 | 15 mm nominal bore and 45 cm length PVC connection pipe with P.T.M.T. Nuts( Pg.no. A-33 Sl No. 697) | Each | 54.6 | 54.6 | 25.0 | False | None | None | False | None | False | 1365.0 | 0 |