| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1724393087000 | 0 | None | None | Buildings | Construction of Toilet Room | 721980.93 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3840915 | 146579 | None | PWD CSR VOL I for the year 2023-24. I. No. 1.14.1 | 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 | Cum | 107.1 | 107.1 | 10.89 | False | None | None | False | None | False | 1166.319 | 0 | | 3840916 | 146579 | None | PWD SR.2023-24.V1Pg-5. Item No.1.4.1 Rs.242.00 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. | Cum | 254.1 | 254.1 | 14.13 | False | None | None | False | None | False | 3590.433 | 0 | | 3840917 | 146579 | None | PWD SR.2023-24 V1Pg-15 Item No.2.1.2 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarseaggregates | Cum | 5947.2 | 5947.2 | 3.4 | False | None | None | False | None | False | 20220.48 | 0 | | 3840918 | 146579 | None | PWD SR.2023-24 V2 Pg-9 Item No.5.3 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6515.25 | 6515.25 | 6.5 | False | None | None | False | None | False | 42349.125 | 0 | | 3840919 | 146579 | None | PWD SR.2023-24 V2 Pg-9 Item No.5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 4.87 | False | None | None | False | None | False | 32670.1515 | 0 | | 3840920 | 146579 | None | PWD CSR VOL I for the year 2023-24. I. No. 2.2.3 P | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6652.8 | 6652.8 | 0.35 | False | None | None | False | None | False | 2328.48 | 0 | | 3840921 | 146579 | None | PWD CSR VOL I for the year 2023-24. Sl. No. 9 P.No | Addendum I -Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns OR Shaft Slip Centering 70PERCENT | Cum | 4656.96 | 4656.96 | 0.35 | False | None | None | False | None | False | 1629.936 | 0 | | 3840922 | 146579 | None | PWD CSR VOL I for the year 2023-24. I. No. 2.2.3 P | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6652.8 | 6652.8 | 1.8 | False | None | None | False | None | False | 11975.04 | 0 | | 3840923 | 146579 | None | PWD CSR VOL I for the year 2023-24. Sl. No. 1(a) P | Addendum I -Percentage Additionalities for Formwork, Centering & Scaffolding for isolated footings 8PERCENT | Cum | 532.22 | 532.22 | 1.8 | False | None | None | False | None | False | 957.996 | 0 | | 3840924 | 146579 | None | PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P | 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 | Cum | 7185.15 | 7185.15 | 0.76 | False | None | None | False | None | False | 5460.714 | 0 | | 3840925 | 146579 | None | PWD CSR VOL I for the year 2023-24. Sl. No. 1(a) P | Addendum I -Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) 70PERCENT | Cum | 5029.61 | 5029.61 | 0.76 | False | None | None | False | None | False | 3822.5036 | 0 | | 3840926 | 146579 | None | PWD SR.2023-24 V1 Pg-17 Item No.2.4.2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 1.67 | False | None | None | False | None | False | 11087.3805 | 0 | | 3840927 | 146579 | None | PWD SR.2023-24 V1 Pg-111 Item No.02 | Addendum I -Percentage Additionalities for Formwork, Centering & Scaffolding for Formwork for plinth 50 percent | Cum | 3319.58 | 3319.58 | 1.67 | False | None | None | False | None | False | 5543.6986 | 0 | | 3840928 | 146579 | None | PWD SR.2023-24V2 Pg-44 Item No8.19 | 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. | Sqm | 267.75 | 267.75 | 7.7 | False | None | None | False | None | False | 2061.675 | 0 | | 3840929 | 146579 | None | PWD DSR.2023-24 V1Pg-7 Item No1.9 | Filling approved 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. | Cum | 279.3 | 279.3 | 16.69 | False | None | None | False | None | False | 4661.517 | 0 | | 3840930 | 146579 | None | PWD SR.2023-24 V2 Pg-14 Item No.6.8 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes 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. | Cum | 8367.45 | 8367.45 | 11.71 | False | None | None | False | None | False | 97982.8395 | 0 | | 3840931 | 146579 | None | PWD SR.2023-24 V2Pg-14 Item No.6.15 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level 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. | Sqm | 1084.65 | 1084.65 | 28.79 | False | None | None | False | None | False | 31227.0735 | 0 | | 3840932 | 146579 | None | PWD SR.2023-24 V1Pg-16 Item No.2.5.1 | 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 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 nominal size graded crushed coarse aggregates | Cum | 7185.15 | 7185.15 | 2.51 | False | None | None | False | None | False | 18034.7265 | 0 | | 3840933 | 146579 | None | PWD CSR VOL I for the year 2023-24. Sl. No. 14 P.N | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts 60% Formwork for Lintel 60 percent | Cum | 4311.09 | 4311.09 | 2.51 | False | None | None | False | None | False | 10820.8359 | 0 | | 3840934 | 146579 | None | PWD SR.2023-24 V1 Pg-17 Item No.2.5.1 | 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 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 nominal size graded crushed coarse aggregates | Cum | 7185.15 | 7185.15 | 3.76 | False | None | None | False | None | False | 27016.164 | 0 | | 3840935 | 146579 | None | PWD CSR VOL I for the year 2023-24. Sl. No. 15 P.N | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Roof Slabs 50% Formwork for toilet Slab | Cum | 3592.58 | 3592.58 | 3.76 | False | None | None | False | None | False | 13508.1008 | 0 | | 3840936 | 146579 | None | PWD SR.2023-24 V1Pg-18 Item No.2.11a | 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.Buildings | t | 93929.85 | 93929.85 | 0.65 | False | None | None | False | None | False | 61054.4025 | 0 | | 3840937 | 146579 | None | PWD SR.2023-24 V2 Pg-42 Item No.8.5.2 | Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick 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. | Sqm | 366.45 | 366.45 | 154.46 | False | None | None | False | None | False | 56601.867 | 0 | | 3840938 | 146579 | None | PWD SR.2023-24V2 Pg-71 Item No.10.14 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 1161.3 | 1161.3 | 70.35 | False | None | None | False | None | False | 81697.455 | 0 | | 3840939 | 146579 | None | PWD SR.2023-24 V2 Pg-85 Item No.11.34A | 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 | Kg | 176.4 | 176.4 | 61.74 | False | None | None | False | None | False | 10890.936 | 0 | | 3840940 | 146579 | None | PWD SR.2023-24 V2 Pg-60 Item No.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. | Sqm | 933.45 | 933.45 | 33.0 | False | None | None | False | None | False | 30803.85 | 0 | | 3840941 | 146579 | None | PWD SR.2023-24V2Pg-45 Item No.8.25 | 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. | Sqm | 143.85 | 143.85 | 53.35 | False | None | None | False | None | False | 7674.3975 | 0 | | 3840942 | 146579 | None | PWD SR.2023-24 V2 Pg-45 Item No.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. | Sqm | 93.45 | 93.45 | 49.36 | False | None | None | False | None | False | 4612.692 | 0 | | 3840943 | 146579 | None | PWD SR.2023-24 V2 Pg-63 Item No.9.27 | Providing and laying flooring with burnt stone slabs 10 cms thick rough chistle dressed on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3, , including cost of materials, mortar, labour, curing complete as per specifications. | Sqm | 2507.4 | 2507.4 | 3.24 | False | None | None | False | None | False | 8123.976 | 0 | | 3840944 | 146579 | None | PWD SR.2023-24 V2Pg-77 Item No. 11.5.2 | 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 flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 4454.1 | 4454.1 | 3.24 | False | None | None | False | None | False | 14431.284 | 0 | | 3840945 | 146579 | None | PWD SR 2023-24, V-2 I No.12.54 P-105 | Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. | m | 333.9 | 333.9 | 10.2 | False | None | None | False | None | False | 3405.78 | 0 | | 3840946 | 146579 | None | PWD SR 2023-24, V-2 I No.12.55.2 P-106 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges. -do- with one side prelam | Sqm | 2142.0 | 2142.0 | 2.7 | False | None | None | False | None | False | 5783.4 | 0 | | 3840947 | 146579 | None | PWD SR.2023-24 V2 Pg-123 I.No.13.34 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base suooort for tank. | Ltr | 9.45 | 9.45 | 1000.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3840948 | 146579 | None | PWD SR.2023-24 V2 Pg-123 I.No.13.31.5 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 40 mm nominal dia Pipes | m | 562.8 | 562.8 | 20.0 | False | None | None | False | None | False | 11256.0 | 0 | | 3840949 | 146579 | None | PWD SR.2023-24 V2 Pg-A-131 Item No.14.1.1 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Pan | 5128.2 | 5128.2 | 4.0 | False | None | None | False | None | False | 20512.8 | 0 | | 3840950 | 146579 | None | RWS SR.2023-24 V5 Pg-161 Item No.13.22.1 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.1x3x1.5 m2 | m | 68.25 | 68.25 | 20.0 | False | None | None | False | None | False | 1365.0 | 0 | | 3840951 | 146579 | None | PWD SR 2023-24, V-2 I No:13.2.1 P-115 | Providing and fixing brass bib cock of approved quality : 15 mm nominal bore | Nos | 300.3 | 300.3 | 8.0 | False | None | None | False | None | False | 2402.4 | 0 | | 3840952 | 146579 | None | PWD SR 2023-24, V-1 I No:1.6.1 P-6 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. - In all kinds of soils. Depth upto 1.50m | Cum | 508.2 | 508.2 | 4.05 | False | None | None | False | None | False | 2058.21 | 0 | | 3840953 | 146579 | None | PWD SR 2023-24, V-1 I No:1.10 P-7 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 168.0 | 168.0 | 5.4 | False | None | None | False | None | False | 907.2 | 0 | | 3840954 | 146579 | None | Common SR Vol.3 I.No. 3.6 P.No .17 | Construction of Subgrade and Earthen Shoulders .Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads,transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 517.65 | 517.65 | 67.2 | False | None | None | False | None | False | 34786.08 | 0 | | 3840955 | 146579 | None | BWSSB SR 2023-24, V-5 I No:10.2.2 P-114 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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: Pipes of SN4, 110mm dia. | m | 302.4 | 302.4 | 20.0 | False | None | None | False | None | False | 6048.0 | 0 |
| | 1724393087000 | 0 | None | None | Buildings | Electrical estimate | 9823.8 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3840956 | 146580 | None | UNI SR 2023-24PWDElecVol-6PART-3Chapter-1It | Concealed Conduit System Supplying heavy gauge PVC conduit pipe 19/20mm dia 2mm 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 | m | 69.3 | 69.3 | 30.0 | False | None | None | False | None | False | 2079.0 | 0 | | 3840957 | 146580 | None | UNI SR 2023-24PWDElecVol-6PART-3Chapter-2It | Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistr and FRLS PVC insulated, 2X1.5Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch box | Point | 282.45 | 282.45 | 2.0 | False | None | None | False | None | False | 564.9 | 0 | | 3840958 | 146580 | None | UNI SR 2023-24PWDElecVol-6PART-3Chapter-2t No - 2. | Point wiring : Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box | Point | 397.95 | 397.95 | 2.0 | False | None | None | False | None | False | 795.9 | 0 | | 3840959 | 146580 | None | UNI SR 2023-24PWDElecPART-3Vol-6Chapter-2It | Point wiring : Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box | Point | 582.75 | 582.75 | 3.0 | False | None | None | False | None | False | 1748.25 | 0 | | 3840960 | 146580 | None | UNI SR 2023-24PWDElecVol-6PART-3Chapter-3It | Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. 6Amps lamp holder | Each | 74.55 | 74.55 | 5.0 | False | None | None | False | None | False | 372.75 | 0 | | 3840961 | 146580 | None | UNI SR 2023-24PWDElecVol-6PART-3Chapter-11It | Supplying of .feet - PVC Batten with integrated LED tube.W with high quality diffuser with Life of 25000 burning hours & 70 lumen maintenance with CRI 80. Power Input: 220-240V 5060Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED Light fighting 1 42022 w | Each | 724.5 | 724.5 | 4.0 | False | None | None | False | None | False | 2898.0 | 0 | | 3840962 | 146580 | None | UNI SR 2023-24PWDElecVol-6PART-3Chapter-13It | Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling / rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps. On wall / ceiling / Rafter / Girders | Each | 128.1 | 128.1 | 2.0 | False | None | None | False | None | False | 256.2 | 0 | | 3840963 | 146580 | None | UNI SR 2023-24PWDElecVol-6PART-3Chapter-13It | Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S' hook with fan regulator to the existing board together with supplying and fixing 5 amps. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. | Each | 179.55 | 179.55 | 2.0 | False | None | None | False | None | False | 359.1 | 0 | | 3840964 | 146580 | None | UNI SR 2023-24PWDElecVol-6PART-3Chapter-3It | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 Stepped fan regulator.
| Each | 374.85 | 374.85 | 2.0 | False | None | None | False | None | False | 749.7 | 0 |
| | 1724393087000 | 0 | None | None | Buildings | Drilling of borewell | 186429.6 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3840965 | 146581 | None | Commom 2023-2024 PWD SR (Vol-5) Sl No.12.4 P.No.1 | Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geologicalformation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and rojection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. | Each | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | | 3840966 | 146581 | None | Commom 2023-2024 PWD SR (Vol-5) Sl No.12.1.1P.No. | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig ofcapacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete )
0.00 to 50.00 Mtrs | m | 388.5 | 388.5 | 50.0 | False | None | None | False | None | False | 19425.0 | 0 | | 3840967 | 146581 | None | Commom 2023-2024 PWD SR (Vol-5) Sl No.12.2P.No.13 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig ofcapacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete )
50.00 to 100.00 Mtrs | m | 487.2 | 487.2 | 50.0 | False | None | None | False | None | False | 24360.0 | 0 | | 3840968 | 146581 | None | Commom 2023-2024 PWD SR (Vol-5) Sl No.12.1.3 P.No | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig ofcapacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete )
100.00 to 150.00 Mtrs | m | 517.65 | 517.65 | 33.0 | False | None | None | False | None | False | 17082.45 | 0 | | 3840969 | 146581 | None | Commom 2023-2024 PWD SR (Vol-5) Sl No.10.1.10 P.N | 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 200mm dia., 6 kg/sqcm & class 3 | m | 1170.75 | 1170.75 | 30.0 | False | None | None | False | None | False | 35122.5 | 0 | | 3840970 | 146581 | None | Commom 2023-2024 PWD SR (Vol-5) Sl No.12.33P.No.1 | Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments | Each | 157.5 | 157.5 | 1.0 | False | None | None | False | None | False | 157.5 | 0 | | 3840971 | 146581 | None | Commom 2023-2024 PWD SR (Vol-5) Sl No.12.34P.No.1 | Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge | Each | 172.2 | 172.2 | 1.0 | False | None | None | False | None | False | 172.2 | 0 | | 3840972 | 146581 | None | Commom 2023-2024 PWD SR (Vol-5) Sl No.13.4.2P.No. | Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. 1.50 HP/1.1KW
13.7.1 7 STG Each 13910 | Each | 14605.5 | 14605.5 | 1.0 | False | None | None | False | None | False | 14605.5 | 0 | | 3840973 | 146581 | None | Commom 2023-2024 PWD SR (Vol-5) Sl No.13.23.1P.No | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type
NOTE: 1) DOLDirect Online Starter 2) S-D- Star Delta Starter Upto 3 HP pumps | Each | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 3840974 | 146581 | None | Commom 2023-2024 PWD SR (Vol-5) Sl No.11.1.6P.No. | Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Light Duty GI pipe of 50mm dia m | 5 Kgs | 464.1 | 464.1 | 60.0 | False | None | None | False | None | False | 27846.0 | 0 | | 3840975 | 146581 | None | Commom 2023-2024 PWD SR (Vol-5) Sl No.11.7.6P.No. | Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for:For 40 mm dia GI elbow | Each | 280.35 | 280.35 | 3.0 | False | None | None | False | None | False | 841.05 | 0 | | 3840976 | 146581 | None | PWP WTDPage no XLVII item no 6 | Submersible cables-PVC 1x3x2.50 Sq.m(PW,P & IWTD SR Ballari circle 2018-19, Page no XLVII item no 6). | m | 189.0 | 189.0 | 80.0 | False | None | None | False | None | False | 15120.0 | 0 | | 3840977 | 146581 | None | Commom 2023-2024 PWD SR (Vol-5) Sl No.13.32P.No.1 | Labour charges for Erection, Electrification and commissioning of Pumpsets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. | Job | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 3840978 | 146581 | None | Commom 2023-2024 PWD SR (Vol-5) Sl No.642P.No.A44 | Main connection from poll PVC insulated sheathed stee/wire cable 3.5x10 | m | 89.25 | 89.25 | 80.0 | False | None | None | False | None | False | 7140.0 | 0 | | 3840979 | 146581 | None | Commom 2023-2024 PWD SR (Vol-5) Sl No.13.33 P.No. | Labour charges for erection of indoor type panel board and meter boardunits with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work. | Each | 1417.5 | 1417.5 | 1.0 | False | None | None | False | None | False | 1417.5 | 0 | | 3840980 | 146581 | None | Commom 2023-2024 PWD SR (Vol-5) Sl No.13.39 P.No. | Earthing: Supplying and fixing and wiring earth electrode for groundingcircuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. | Job | 3937.5 | 3937.5 | 1.0 | False | None | None | False | None | False | 3937.5 | 0 |
| | 1724393087000 | 0 | None | None | Buildings | Solar System | 105450.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3840981 | 146582 | None | as per Gem rate | LUMINOUS can be hung from the ceiling in a stable manner Solar charge controller: 24V, 15A, SPV Module:300 Wp, Battery:12V, 240Ah Solar Lamps (Solar Based Home Systems - Solar Power Packs - Ac Models | Each | 105450.0 | 105450.0 | 1.0 | False | None | None | False | None | False | 105450.0 | 0 |
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