| 1707920230000 | 0 | None | None | Other Works | Construction of Sloath Bear Enclosure in Zoo Area at New Zoological Park, Madbool Mini Zoo Kalaburagi Karnataka During 2023-24 | 7336879.52 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2594036 | 80822 | None | code1 | 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 all kinds of soils Depth upto 3 m
(PWD SR 2023-24 Volume I. Page No.8, Item No.1.14.1)
| Cum | 107.1 | 107.1 | 688.14 | False | None | None | False | None | False | 73699.794 | 0 | | 2594037 | 80822 | None | code2 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m
(PWD SR 2023-24 Volume I. Page No.10, Item No.1.17.1)
| Cum | 275.1 | 275.1 | 33.75 | False | None | None | False | None | False | 9284.625 | 0 | | 2594038 | 80822 | None | code3 | 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 specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates
(PWD SR 2023-24 Volume I. Page No.15, Item No.2.1.2)
| Cum | 5947.2 | 5947.2 | 33.87 | False | None | None | False | None | False | 201431.664 | 0 | | 2594039 | 80822 | None | code4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)
(PWD SR 2023-24 Volume II. Page No.9, Item No.5.4)
| Cum | 6708.45 | 6708.45 | 72.83 | False | None | None | False | None | False | 488576.4135 | 0 | | 2594040 | 80822 | None | code5 | 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
(PWD SR 2023-24 Volume I. Page No.15, Item No.2.2.1)
| Cum | 6601.35 | 6601.35 | 10.8 | False | None | None | False | None | False | 71294.58 | 0 | | 2594041 | 80822 | None | code6 | Providing and laying in 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(PWD SR 2023-24 Volume I. Page No.16, Item No.2.3.1)
| Cum | 6639.15 | 6639.15 | 32.26 | False | None | None | False | None | False | 214178.979 | 0 | | 2594042 | 80822 | None | code7 | 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
(PWD SR 2023-24 Volume I. Page No.16, Item No.2.5.2)
| Cum | 7664.16 | 7664.16 | 31.33 | False | None | None | False | None | False | 240118.1328 | 0 | | 2594043 | 80822 | None | code8 | Shuttering for Footings
(PWD SR 2023-24 Volume I. Addendum Page No.111 SI No.1(b))
| Cum | 198.04 | 198.04 | 10.8 | False | None | None | False | None | False | 2138.832 | 0 | | 2594044 | 80822 | None | code9 | Shuttering for Earth retaining walls
(PWD SR 2023-24 Volume I. Addendum Page No.112 SI No.11)
| Cum | 663.92 | 663.92 | 26.63 | False | None | None | False | None | False | 17680.1896 | 0 | | 2594045 | 80822 | None | code10 | Shuttering for plinth beam
(PWD SR 2023-24 Volume I. Addendum Page No.111 SI No.2)
| Cum | 3319.58 | 3319.58 | 32.26 | False | None | None | False | None | False | 107089.6508 | 0 | | 2594046 | 80822 | None | code11 | Shuttering Beams & Lintels of Building
(PWD SR 2023-24 Volume I. Addendum Page No.111 SI No.14)
| Cum | 4598.5 | 4598.5 | 7.34 | False | None | None | False | None | False | 33752.99 | 0 | | 2594047 | 80822 | None | code12 | Shuttering for Roof
(PWD SR 2023-24 Volume I. Addendum Page No.112 SI No.15)
| Cum | 3832.08 | 3832.08 | 23.99 | False | None | None | False | None | False | 91931.5992 | 0 | | 2594048 | 80822 | None | code13 | 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
(PWD SR 2023-24 Volume I. Page No.18, Item No.2.11 (a))
| Tonne | 93929.85 | 93929.85 | 6.36 | False | None | None | False | None | False | 597393.846 | 0 | | 2594049 | 80822 | None | 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.
(PWD SR 2023-24 Volume II. Page No.13, Item No.6.2)
| Cum | 8376.9 | 8376.9 | 35.84 | False | None | None | False | None | False | 300228.096 | 0 | | 2594050 | 80822 | None | code15 | 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.
(PWD SR 2023-24 Volume I. Page No.7, Item No.1.9)
| Cum | 279.3 | 279.3 | 65.68 | False | None | None | False | None | False | 18344.424 | 0 | | 2594051 | 80822 | None | code16 | 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 specifications. Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates
(PWD SR 2023-24 Volume I Page No.15, Item No.2.1.6)
| Cum | 6555.15 | 6555.15 | 34.49 | False | None | None | False | None | False | 226087.1235 | 0 | | 2594052 | 80822 | None | code17 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
(PWD SR 2023-24 Volume II Page No.82, Item No.11.25.2)
| Kg | 142.8 | 142.8 | 18506.57 | False | None | None | False | None | False | 2642738.196 | 0 | | 2594053 | 80822 | None | code18 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineerin- charge. (Made of G.I. wire of dia 4 mm)
(PWD SR 2023-24 Volume II Page No.95, Item No.11.58)
| Sqm | 685.65 | 685.65 | 1204.12 | False | None | None | False | None | False | 825604.878 | 0 | | 2594054 | 80822 | None | code19 | Providing and laying Cement concrete pavement with 1:2:4 for commercial & residential building floors, hardpaths, footpaths using 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size, including finishing complete as per Engineer incharge.
(PWD SR 2023-24 Volume II Page No.59, Item No.9.4)
| Cum | 6999.3 | 6999.3 | 11.7 | False | None | None | False | None | False | 81891.81 | 0 | | 2594055 | 80822 | None | code20 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.
(PWD SR 2023-24 Volume II Page No.44, Item No.8.19.1)
| Sqm | 267.75 | 267.75 | 267.47 | False | None | None | False | None | False | 71615.0925 | 0 | | 2594056 | 80822 | None | code21 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) 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.
(PWD SR 2023-24 Volume II Page No.41, Item No.8.2.2)
| Sqm | 312.48 | 312.48 | 331.69 | False | None | None | False | None | False | 103646.4912 | 0 | | 2594057 | 80822 | None | code22 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 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.
(PWD SR 2023-24 Volume II Page No.41, Item No.8.3.2)
| Sqm | 349.65 | 349.65 | 151.75 | False | None | None | False | None | False | 53059.3875 | 0 | | 2594058 | 80822 | None | code23 | Providing and laying flooring and steps machine cut granite slabs 40 mm thick on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar labour, curing complete as per specifications.
(PWD SR 2023-24 Volume II Page No.63, item No.9.28)
| Sqm | 4492.95 | 4492.95 | 2.19 | False | None | None | False | None | False | 9839.5605 | 0 | | 2594059 | 80822 | None | code24 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :Kitchen sink with drain board 510x1040 mm bowl depth 225 mm
(PWD SR Volume II 2023-24 Page No.133, item No.14.10.1.2)
| Each | 6040.16 | 6040.16 | 1.0 | False | None | None | False | None | False | 6040.16 | 0 | | 2594060 | 80822 | None | code25 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 40 mm dia
(PWD SR Volume II 2023-24 Page No.136, item No.14.28.1.2)
| Each | 98.56 | 98.56 | 1.0 | False | None | None | False | None | False | 98.56 | 0 | | 2594061 | 80822 | None | code26 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality 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.
(PWD SR 2023-24 Volume II Page No.46, Item No.8.30)
| Sqm | 182.7 | 182.7 | 770.91 | False | None | None | False | None | False | 140845.257 | 0 | | 2594062 | 80822 | None | code27 | 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.
(PWD SR 2023-24 Volume II Page No.48, Item No.8.40)
| Sqm | 120.75 | 120.75 | 970.61 | False | None | None | False | None | False | 117201.1575 | 0 | | 2594063 | 80822 | None | code28 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey.RCC NP3 Class pipe of 1200 mm dia.
(BWSSB SR 2023-24 Volume V Page No.188, Item No.16.3.13)
| Mtr | 10466.4 | 10466.4 | 2.5 | False | None | None | False | None | False | 26166.0 | 0 | | 2594064 | 80822 | None | code29 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 32mm dia., 10 kg/sqcm & class 5
(BWSSB SR 2023-24 Volume V Page No.113, Item No.10.1.2)
| Mtr | 70.35 | 70.35 | 50.0 | False | None | None | False | None | False | 3517.5 | 0 | | 2594065 | 80822 | None | code30 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements
for procuring water for testing) etc. for: PVC pipes 25mm dia, 10 kg/sqcm & class 5"
(BWSSB SR 2021-22 Volume V Page No.134, Item No.1.2)
| Mtr | 50.4 | 50.4 | 50.0 | False | None | None | False | None | False | 2520.0 | 0 | | 2594066 | 80822 | None | code31 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements
for procuring water for testing) etc. for: PVC pipes 90mm dia., 6 kg/sqcm & class 3"
(BWSSB SR 2023-24 Volume V Page No.113, Item No.10.1.6)
| Mtr | 308.7 | 308.7 | 50.0 | False | None | None | False | None | False | 15435.0 | 0 | | 2594067 | 80822 | None | code32 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements
for procuring water for testing) etc. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3"
(BWSSB SR 2023-24 Volume V Page No.113, Item No.10.1.7)
| Mtr | 431.55 | 431.55 | 35.0 | False | None | None | False | None | False | 15104.25 | 0 | | 2594068 | 80822 | None | code33 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments
25mm Dia PVC Tee
(BWSSB SR 2023-24 Volume V Page No.117, Item No.10.10.1)
| Each | 22.05 | 22.05 | 5.0 | False | None | None | False | None | False | 110.25 | 0 | | 2594069 | 80822 | None | code33(b) | 32mm Dia PVC Tee
(BWSSB SR 2023-24 Volume V Page No.117, Item No.10.10.2)
| Each | 33.6 | 33.6 | 5.0 | False | None | None | False | None | False | 168.0 | 0 | | 2594070 | 80822 | None | code 34 | Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments
25mm Dia PVC Bend
(BWSSB SR 2023-24 Volume V Page No.118, Item No.10.11.1)
| Each | 25.2 | 25.2 | 5.0 | False | None | None | False | None | False | 126.0 | 0 | | 2594071 | 80822 | None | code34(b) | 32mm Dia PVC Bend
(BWSSB SR 2023-24 Volume V Page No.118, Item No.10.11.2)
| Each | 37.8 | 37.8 | 5.0 | False | None | None | False | None | False | 189.0 | 0 | | 2594072 | 80822 | None | code34(c) | 90mm Dia PVC Bend
(BWSSB SR 2023-24 Volume V Page No.118, Item No.10.11.7)
| Each | 409.5 | 409.5 | 5.0 | False | None | None | False | None | False | 2047.5 | 0 | | 2594073 | 80822 | None | code34(d) | 110mm Dia PVC Bend
(BWSSB SR 2023-24 Volume V Page No.118, Item No.10.11.8)
| Each | 516.0 | 516.0 | 2.0 | False | None | None | False | None | False | 1032.0 | 0 | | 2594074 | 80822 | None | code35 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work
(PWD SR 2023-24 Volume II Item No.13.33.4 Page no. 122)
| Each | 390.6 | 390.6 | 50.0 | False | None | None | False | None | False | 19530.0 | 0 | | 2594075 | 80822 | None | code36 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately
(PWD SR 2023-24 Volume II Page no.123 Item No.13.34A)
| Ltr | 9.45 | 9.45 | 2000.0 | False | None | None | False | None | False | 18900.0 | 0 | | 2594076 | 80822 | None | code37 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular) bricks of class designation 3.5
(PWD SR 2023-24 Volume II Page no.126 Item No.13.53)
| No | 6319.04 | 6319.04 | 2.0 | False | None | None | False | None | False | 12638.08 | 0 | | 2594077 | 80822 | None | code38 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 500X700 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :With common burnt clay (non modular) bricks of class designation 3.5
(PWD SR 2023-24 Volume II Page no.126 Item No.13.54)
| Milliliter | 7031.36 | 7031.36 | 2.0 | False | None | None | False | None | False | 14062.72 | 0 | | 2594078 | 80822 | None | code39 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)300 x 300 x 150 mm Kerb Stone
(PWD SR 2023-24 Volume III Page No.74, item No.8.42.7)
| Mtr | 394.8 | 394.8 | 60.0 | False | None | None | False | None | False | 23688.0 | 0 | | 2594079 | 80822 | None | code40 | Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level , including cost of materials, labour and Usage charges of machinery complete as per specifications.labour and HOM of machineries complete as per specifications.
(PWD SR 2021-22 Volume II Page No.64, item No.9.31)
| Sqm | 1141.35 | 1141.35 | 150.0 | False | None | None | False | None | False | 171202.5 | 0 | | 2594080 | 80822 | None | code41 | Providing and fixing stainless steel ( Grade 304) railing made of Hollowtubes, channels, plates etc., including welding, grinding, buffing, polishingand making curvature (wherever required) and fitting the same withnecessary stainless steel nuts and bolts complete, i/c fixing the railingwith necessary accessories & stainless steel dash fasteners, stainlesssteel bolts etc., of required size, on the top of the floor or the side of waistslab with suitable arrangement as per approval of Engineer-in- charge,(for payment purpose only weight of stainless steel members shall beconsidered 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.
(PWD SR 2023-24 Volume II Page No.85, item No.11.28)
| Kg | 593.25 | 593.25 | 424.95 | False | None | None | False | None | False | 252101.5875 | 0 | | 2594081 | 80822 | None | code42 | Supplying heavy gauge PVC conduit pipe 25 mm dia 2mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., andrunning 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 coveredusing PVC end enclosures, run with 18SWG GI fish wire wherever necessary
"
(PWD SR Part I 2023-24 Page No. 2, Item No.1.2.2)
| Mtr | 81.9 | 81.9 | 50.0 | False | None | None | False | None | False | 4095.0 | 0 | | 2594082 | 80822 | None | code43 | Supplying and fixing PVC/Metal conduit deep junction box
(PWD SR Part I 2023-24 Page No. 3, Item No.1.5.2)
| Each | 58.8 | 58.8 | 10.0 | False | None | None | False | None | False | 588.0 | 0 | | 2594083 | 80822 | None | code44 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall
6 Way 1 1 Each 231.00 231.00
(PWD SR Part I 2023-24 Page No. 8, Item No.3.4.4)
| Each | 231.0 | 231.0 | 1.0 | False | None | None | False | None | False | 231.0 | 0 | | 2594084 | 80822 | None | code44(b) | 8 Way 1 1
(PWD SR Part I 2023-24 Page No. 8, Item No.3.4.5)
| Each | 274.05 | 274.05 | 1.0 | False | None | None | False | None | False | 274.05 | 0 | | 2594085 | 80822 | None | code44(c) | 16-18 Way 1 1
(PWD SR Part I 2023-24 Page No. 8, Item No.3.4.7)
| Each | 381.15 | 381.15 | 1.0 | False | None | None | False | None | False | 381.15 | 0 | | 2594086 | 80822 | None | code45 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.
3 Module 1 1 Each 169.05
(PWD SR Part I 2023-24 Page No. 8, Item No.3.5.2)
| Each | 169.05 | 169.05 | 1.0 | False | None | None | False | None | False | 169.05 | 0 | | 2594087 | 80822 | None | code45(b) | 8 Module 1
(PWD SR Part I 2023-24 Page No. 8, Item No.3.5.5)
| Each | 298.2 | 298.2 | 1.0 | False | None | None | False | None | False | 298.2 | 0 | | 2594088 | 80822 | None | code45(c) | 18 Module 1
(PWD SR Part I 2023-24 Page No. 8, Item No.3.5.8)
| Each | 479.85 | 479.85 | 1.0 | False | None | None | False | None | False | 479.85 | 0 | | 2594089 | 80822 | None | code46 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
6Amps one way 9 9 Each 107.10
(PWD SR Part I 2023-24 Page No. 9, Item No.3.6.1)
| Each | 107.1 | 107.1 | 9.0 | False | None | None | False | None | False | 963.9 | 0 | | 2594090 | 80822 | None | code46(b) | 6Amps 3 way socket 1
(PWD SR Part I 2023-24 Page No. 9, Item No.3.6.3)
| Each | 179.55 | 179.55 | 1.0 | False | None | None | False | None | False | 179.55 | 0 | | 2594091 | 80822 | None | code46(c) | 16Amps one way switch 2
(PWD SR Part I 2023-24 Page No. 9, Item No.3.6.7)
| Each | 173.25 | 173.25 | 2.0 | False | None | None | False | None | False | 346.5 | 0 | | 2594092 | 80822 | None | code46(d) | 32Amps DP switch 1
(PWD SR Part I 2023-24 Page No. 9, Item No.3.6.9)
| Each | 342.3 | 342.3 | 1.0 | False | None | None | False | None | False | 342.3 | 0 | | 2594093 | 80822 | None | code46(e) | 6/16Amps universal socket 4
(PWD SR Part I 2023-24 Page No. 9, Item No.3.6.10)
| Each | 247.8 | 247.8 | 4.0 | False | None | None | False | None | False | 991.2 | 0 | | 2594094 | 80822 | None | code47 | 47 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.
a 1.5 Sqmm 1 50 50 27.30
(PWD SR Part I 2023-24 Page No.5, Item No.2.3.2)
| Mtr | 27.3 | 27.3 | 50.0 | False | None | None | False | None | False | 1365.0 | 0 | | 2594095 | 80822 | None | code47(b) | 2.5 Sqmm 1
(PWD SR Part I 2023-24 Page No.3, Item No.2.3.3)
| Mtr | 44.1 | 44.1 | 25.0 | False | None | None | False | None | False | 1102.5 | 0 | | 2594096 | 80822 | None | code48 | Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board.
(PWD SR Part I 2023-24 Page No.10, Item No.3.14.6)
| Each | 74.55 | 74.55 | 8.0 | False | None | None | False | None | False | 596.4 | 0 | | 2594097 | 80822 | None | code49 | Extra for supplying 4mm thick white plastic plate and covering for junction boxes of size 65mm conduit using necessary machine screws.
(PWD SR Part I 2023-24 Page No 9, Item No.3.10.2)
| No | 15.75 | 15.75 | 8.0 | False | None | None | False | None | False | 126.0 | 0 |
|