2824308 | 91302 | None | I No.1 | Clearing and Grubbing Road Land.Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materialto be used or auctioned, including removal and disposal of toporganic soil not exceeding 150 mm in thickness.By Mechanical Means using Motor Grader- In area of light jungle(PWD CSR 2021-22 vol-3 P.No 7 I.No 2.6 (iii)A | ha | 146982.15 | 146982.15 | 0.04 | False | None | None | False | None | False | 5879.286 | 0 |
2824309 | 91302 | None | I No.2 | Mechanical Means: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm 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 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. In all kinds of soils upto 300 mm depth PWD Common DSR 2021-22 Volume 1 (P No: 8 I.No:1.12) | Cum | 68.25 | 68.25 | 90.0 | False | None | None | False | None | False | 6142.5 | 0 |
2824310 | 91302 | None | I No.3 | Construction of Embankment Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement
complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(PWD CSR 2021-22 vol-1 P.No 7 I.No 1.8 | Cum | 422.1 | 422.1 | 120.0 | False | None | None | False | None | False | 50652.0 | 0 |
2824311 | 91302 | None | I No.4 | 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 PWD Common DSR 2021-22 Volume 3 (P No: 15 I.No:3.6) | Cum | 433.65 | 433.65 | 65.7 | False | None | None | False | None | False | 28490.805 | 0 |
2824312 | 91302 | None | I No.5 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material PWD Common DSR 2021-22 Volume 3 (P No: 19 I.No: 4.1.B.(v) | Cum | 2345.7 | 2345.7 | 60.0 | False | None | None | False | None | False | 140742.0 | 0 |
2824313 | 91302 | None | I No.6 | Wet Mix Macadam (Plant mix method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. PWD Common DSR 2021-22 Volume 3 (P No: 24 I.No: 4.27.A) | Cum | 2513.7 | 2513.7 | 95.76 | False | None | None | False | None | False | 240711.912 | 0 |
2824314 | 91302 | None | I No.7 | Prime Coat over WMM/WBM : Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. PWD Common DSR 2021-22 Volume 3 (P No: 29 I.No:5.1.A) | Sqm | 44.1 | 44.1 | 1533.0 | False | None | None | False | None | False | 67605.3 | 0 |
2824315 | 91302 | None | I No.8 | Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom(PWD CSR 2021-22 vol-3 P.No 145 I.No 21-A (4)) | Sqm | 15.75 | 15.75 | 1533.0 | False | None | None | False | None | False | 24144.75 | 0 |
2824316 | 91302 | None | I No.9 | Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (PWD CSR 2021-22 vol-3 P.No 31 I.No 5.8 (ii) C) | Cum | 7736.4 | 7736.4 | 76.65 | False | None | None | False | None | False | 592995.06 | 0 |
2824317 | 91302 | None | I No.10 | Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and
rolled as per MoRTH V revision. (PWD CSR 2021-22 vol-3 P.No 145 I.No 21-A (1)) | Cum | 10233.3 | 10233.3 | 30.66 | False | None | None | False | None | False | 313752.978 | 0 |
2824318 | 91302 | None | I No.11 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. PWD Common DSR 2021-22 Volume 3 (P No: 57 I.No:8.15 ) | Sqm | 501.9 | 501.9 | 87.6 | False | None | None | False | None | False | 43966.44 | 0 |
2824319 | 91302 | None | I No.12 | 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 M.S.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 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 PWD Common DSR 2021-22 Volume 3 (P No:151 I.No:21-C.4 ) | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
2824320 | 91302 | None | I No.13 | Clearing and Grubbing Road Land.Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materialto be used or auctioned, including removal and disposal of toporganic soil not exceeding 150 mm in thickness.By Mechanical Means using Motor Grader- In area of light jungle(PWD CSR 2021-22 vol-3 P.No 7 I.No 2.6 (iii)A | ha | 146982.15 | 146982.15 | 0.0553 | False | None | None | False | None | False | 8128.112895 | 0 |
2824321 | 91302 | None | I No.14 | Mechanical Means: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm 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 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. In all kinds of soils upto 300 mm depth PWD Common DSR 2021-22 Volume 1 (P No: 8 I.No:1.12) | Cum | 68.25 | 68.25 | 53.55 | False | None | None | False | None | False | 3654.7875 | 0 |
2824322 | 91302 | None | I No.15 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material PWD Common DSR 2021-22 Volume 3 (P No: 19 I.No: 4.1.B.(v) | Cum | 2345.7 | 2345.7 | 21.25 | False | None | None | False | None | False | 49846.125 | 0 |
2824323 | 91302 | None | I No.16 | KSRB 9.32 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 sqm 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 HOM of machineries complete as per specifications. Specification No. KBS PWD Common DSR 2021-22 Volume 3 (P No:64 vol-2 I.No:9.32 - ) | Sqm | 1141.35 | 1141.35 | 980.5 | False | None | None | False | None | False | 1119093.675 | 0 |
2824324 | 91302 | None | I No.17 | Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesfor 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) | Cum | 6230.7 | 6230.7 | 6.11 | False | None | None | False | None | False | 38069.577 | 0 |
2824325 | 91302 | None | I No.18 | 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 M.S.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 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 PWD Common DSR 2021-22 Volume 3 (P No:151 I.No:21-C.4 ) | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
2824326 | 91302 | None | I No.19 | 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 3m (P No.8/I No.1.14 Vol-1) | Cum | 76.65 | 76.65 | 553.44 | False | None | None | False | None | False | 42421.176 | 0 |
2824327 | 91302 | None | I No.20 | 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 coarse aggregates (P No.15/I No.2.1.2 Vol-1) | Cum | 5466.3 | 5466.3 | 62.48 | False | None | None | False | None | False | 341534.424 | 0 |
2824328 | 91302 | None | I No.21 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (PWD CSR 2021-22 VOL-3 P.NO. 71 I.NO 9.3) | Tonne | 75268.2 | 75268.2 | 7.5367 | False | None | None | False | None | False | 567273.84294 | 0 |
2824329 | 91302 | None | I No.22 | Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(PWD CSR 2021-22 VOL-1 P.NO. 16 I.NO 2.3.1) | Cum | 9399.6 | 9399.6 | 144.252 | False | None | None | False | None | False | 1355911.0992 | 0 |
2824330 | 91302 | None | I No.23 | 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
(PWD CSR 2021-22 P No.7/I No.1.10 Vol-1) | Cum | 128.1 | 128.1 | 122.74 | False | None | None | False | None | False | 15722.994 | 0 |
2824331 | 91302 | None | I No.24 | Cutting Cement Concrete Road surface by Machine cutting to demarcate the trench width of the surface. | Cum | 998.55 | 998.55 | 80.1 | False | None | None | False | None | False | 79983.855 | 0 |
2824332 | 91302 | None | I No.25 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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 | Cum | 203.7 | 203.7 | 160.2 | False | None | None | False | None | False | 32632.74 | 0 |
2824333 | 91302 | None | I No.26 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 6 Kg/m2 90mm(weight of pipe -1.313 kg) | m | 371.76 | 371.76 | 890.0 | False | None | None | False | None | False | 330866.4 | 0 |
2824334 | 91302 | None | I No.27 | Supply and delivery at site special moulded variety PVC service saddles as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 90 mm dia PVC SERVICE SADDLES | Each | 231.0 | 231.0 | 100.0 | False | None | None | False | None | False | 23100.0 | 0 |
2824335 | 91302 | None | I No.28 | 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 Heavy Duty GI pipe : Medium Duty GI pipe of 20mm dia | m | 336.67 | 336.67 | 170.0 | False | None | None | False | None | False | 57233.9 | 0 |
2824336 | 91302 | None | I No.29 | Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for: For 20 mm dia GI elbow | Each | 85.05 | 85.05 | 100.0 | False | None | None | False | None | False | 8505.0 | 0 |
2824337 | 91302 | None | I No.30 | Cutting and threading G.I. pipes for pump fitting, public fountains with appurtenances., where the length of pipe laid is less than 6 metres | Each | 90.3 | 90.3 | 200.0 | False | None | None | False | None | False | 18060.0 | 0 |
2824338 | 91302 | None | I No.31 | 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 | 128.1 | 128.1 | 160.2 | False | None | None | False | None | False | 20521.62 | 0 |
2824339 | 91302 | None | I No.32 | Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesfor 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) | Cum | 6230.7 | 6230.7 | 40.05 | False | None | None | False | None | False | 249539.535 | 0 |
2824340 | 91302 | None | I No.33 | 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 M.S.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 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 PWD Common DSR 2021-22 Volume 3 (P No:151 I.No:21-C.4 ) | No | 9450.0 | 9450.0 | 2.0 | False | None | None | False | None | False | 18900.0 | 0 |
2824341 | 91302 | None | I No.34 | Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For Columns | Cum | 10652.88 | 10652.88 | 1.9562 | False | None | None | False | None | False | 20839.163856 | 0 |
2824342 | 91302 | None | I No.35 | Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For Beams and Lintels | Cum | 10026.24 | 10026.24 | 10.7316 | False | None | None | False | None | False | 107597.597184 | 0 |
2824343 | 91302 | None | I No.36 | Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Roof Slabs | Cum | 9399.6 | 9399.6 | 13.752 | False | None | None | False | None | False | 129263.2992 | 0 |
2824344 | 91302 | None | I No.37 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. | Tonne | 75268.2 | 75268.2 | 2.703 | False | None | None | False | None | False | 203449.9446 | 0 |
2824345 | 91302 | None | I No.38 | 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 1:4 (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. | Cum | 7295.4 | 7295.4 | 21.6228 | False | None | None | False | None | False | 157746.97512 | 0 |
2824346 | 91302 | None | I No.39 | Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. | Cum | 79111.2 | 79111.2 | 0.7296 | False | None | None | False | None | False | 57719.53152 | 0 |
2824347 | 91302 | None | I No.40 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, omplete as per specifications. | Nos. | 1555.05 | 1555.05 | 2.0 | False | None | None | False | None | False | 3110.1 | 0 |
2824348 | 91302 | None | I No.41 | Fixing of window frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debries with lead upto 50 m. including cost of materials, labour charges, completeas per specifications. | Nos. | 1057.35 | 1057.35 | 8.0 | False | None | None | False | None | False | 8458.8 | 0 |
2824349 | 91302 | None | I No.42 | Providing and fixing in position fully panelled Matti/Nandi wood shutters for doors with, stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures ) | Sqm | 4227.3 | 4227.3 | 4.0 | False | None | None | False | None | False | 16909.2 | 0 |
2824350 | 91302 | None | I No.43 | Providing and fixing in position fully glazed shutters for ventilators side hung or central pivoted with Mathi/Nandi wood stiles and rails of 30mm thick 50mm wide and central divider of 30mm. wide, 3mm thick reeded glass fixed with wooden beading of size 10mm wide flushed to the thickness of the frame including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) | Sqm | 4181.1 | 4181.1 | 7.92 | False | None | None | False | None | False | 33114.312 | 0 |
2824351 | 91302 | None | I No.44 | 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. | Kg | 113.4 | 113.4 | 144.0 | False | None | None | False | None | False | 16329.6 | 0 |
2824352 | 91302 | None | I No.45 | Providing 12 mm cement plaster with cement mortar 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 | 223.65 | 223.65 | 178.606 | False | None | None | False | None | False | 39945.2319 | 0 |
2824353 | 91302 | None | I No.46 | 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 | Sqm | 313.95 | 313.95 | 140.606 | False | None | None | False | None | False | 44143.2537 | 0 |
2824354 | 91302 | None | I No.47 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm | Sqm | 1141.35 | 1141.35 | 92.4 | False | None | None | False | None | False | 105460.74 | 0 |
2824355 | 91302 | None | I No.48 | 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 | 110.25 | 110.25 | 82.362 | False | None | None | False | None | False | 9080.4105 | 0 |
2824356 | 91302 | None | I No.49 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/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. | Sqm | 142.8 | 142.8 | 149.466 | False | None | None | False | None | False | 21343.7448 | 0 |
2824357 | 91302 | None | I No.50 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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 | 136.5 | 136.5 | 14.22 | False | None | None | False | None | False | 1941.03 | 0 |
2824358 | 91302 | None | I No.51 | Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc 100x58x1.9mm | Nos. | 31.5 | 31.5 | 6.0 | False | None | None | False | None | False | 189.0 | 0 |
2824359 | 91302 | None | I No.52 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 100mm | Each | 25.2 | 25.2 | 4.0 | False | None | None | False | None | False | 100.8 | 0 |
2824360 | 91302 | None | I No.53 | Providing and fixing aluminium tower bolts, ISI marked, anodised (an odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete | Nos. | 116.55 | 116.55 | 4.0 | False | None | None | False | None | False | 466.2 | 0 |
2824361 | 91302 | None | I No.54 | Supplying heavy gauge PVC Conduit Pipe 20 dia 2 mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. | Mtr | 75.0 | 75.0 | 50.0 | False | None | None | False | None | False | 3750.0 | 0 |
2824362 | 91302 | None | I No.55 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm 2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, 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 3m from tapping point to out let via switch box | Point | 251.0 | 251.0 | 12.0 | False | None | None | False | None | False | 3012.0 | 0 |
2824363 | 91302 | None | I No.56 | Supplying and flush mounting teak wooden box without front plank, made of not less than 12 mm thick wood, after due groove cutting, finishing with necessary cement plastering complete. 12" x 12" x 3" (300 x 300 x 76 mm) | Each | 102.0 | 102.0 | 3.0 | False | None | None | False | None | False | 306.0 | 0 |
2824364 | 91302 | None | I No.57 | Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board. 6A Lamp Holder | Each | 63.0 | 63.0 | 12.0 | False | None | None | False | None | False | 756.0 | 0 |
2824365 | 91302 | None | I No.58 | 1.1 kV Class HR (Heat Resistant) PVC Insulated & Sheathed Aluminium Single Core Lead wires as per IS-694: 2010 PVC Wire - 2.5 Sqmm Weight per 100 Mtr Coil: 1.8 Kg | Coil | 1606.0 | 1606.0 | 1.0 | False | None | None | False | None | False | 1606.0 | 0 |
2824366 | 91302 | None | I No.59 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 16 Amps | No | 125.0 | 125.0 | 1.0 | False | None | None | False | None | False | 125.0 | 0 |
2824367 | 91302 | None | I No.60 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP Switch | No | 375.0 | 375.0 | 1.0 | False | None | None | False | None | False | 375.0 | 0 |
2824368 | 91302 | None | I No.61 | Supplying and fixing of Modular MCB Devices (Tripper) With Breaking capacity of 6k A.16 - 32 A SP | No | 190.0 | 190.0 | 1.0 | False | None | None | False | None | False | 190.0 | 0 |
2824369 | 91302 | None | I No.62 | Supplying and flush mounting teak wooden box without front plank, made of not less than 12 mm thick wood, after due groove cutting, finishing with necessary cement plastering complete.1 to 2 Way | Each | 38.0 | 38.0 | 2.0 | False | None | None | False | None | False | 76.0 | 0 |
2824370 | 91302 | None | I No.63 | GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long,3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg | No. | 770.0 | 770.0 | 1.0 | False | None | None | False | None | False | 770.0 | 0 |
2824371 | 91302 | None | I No.64 | Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each | No. | 660.0 | 660.0 | 1.0 | False | None | None | False | None | False | 660.0 | 0 |
2824372 | 91302 | None | I No.65 | Good Quality Salt for grounding purposes packed in 50 Kg gunny bag | Sqm | 303.0 | 303.0 | 1.0 | False | None | None | False | None | False | 303.0 | 0 |
2824373 | 91302 | None | I No.66 | Digging of Pit for providing GI Pipe type Earthing LABOUR RATE Ordinary soil | Per Pit | 578.0 | 578.0 | 1.0 | False | None | None | False | None | False | 578.0 | 0 |
2824374 | 91302 | None | I No.67 | 8 SWG GI Wire MT - PER KG (4.064 mm Dia), Std Wt: 125 Kg/KM | Per Kg | 77850.0 | 77850.0 | 0.02 | False | None | None | False | None | False | 1557.0 | 0 |
2824375 | 91302 | None | I No.68 | Brass Cable Gland 25mm | No. | 77.0 | 77.0 | 2.0 | False | None | None | False | None | False | 154.0 | 0 |
2824376 | 91302 | None | I No.69 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including
jointing of approved type with all labour charges and all lift charges,handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation
etc. Complete.63mm dia 4 Kg/m2 | Mtr | 160.08 | 160.08 | 15.0 | False | None | None | False | None | False | 2401.2 | 0 |
2824377 | 91302 | None | I No.70 | Clearing and Grubbing Road Land.Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materialto be used or auctioned, including removal and disposal of toporganic soil not exceeding 150 mm in thickness.By Mechanical Means using Motor Grader- In area of light jungle(PWD CSR 2021-22 vol-3 P.No 7 I.No 2.6 (iii)A | ha | 146982.15 | 146982.15 | 0.0646 | False | None | None | False | None | False | 9495.04689 | 0 |
2824378 | 91302 | None | I No.71 | Mechanical Means: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm 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 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. In all kinds of soils upto 300 mm depth PWD Common DSR 2021-22 Volume 1 (P No: 8 I.No:1.12) | Cum | 68.25 | 68.25 | 43.08 | False | None | None | False | None | False | 2940.21 | 0 |
2824379 | 91302 | None | I No.72 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material PWD Common DSR 2021-22 Volume 3 (P No: 19 I.No: 4.1.B.(v) | Cum | 2345.7 | 2345.7 | 107.7 | False | None | None | False | None | False | 252631.89 | 0 |
2824380 | 91302 | None | I No.73 | KSRB 9.32 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 sqm 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 HOM of machineries complete as per specifications. Specification No. KBS PWD Common DSR 2021-22 Volume 3 (P No:64 vol-2 I.No:9.32 - ) | Sqm | 1141.35 | 1141.35 | 1077.0 | False | None | None | False | None | False | 1229233.95 | 0 |
2824381 | 91302 | None | I No.74 | Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesfor 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) | Cum | 6240.15 | 6240.15 | 9.906 | False | None | None | False | None | False | 61814.9259 | 0 |
2824382 | 91302 | None | I No.75 | 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 M.S.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 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 PWD Common DSR 2021-22 Volume 3 (P No:151 I.No:21-C.4 ) | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
2824383 | 91302 | None | I No.76 | Clearing and Grubbing Road Land.Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materialto be used or auctioned, including removal and disposal of toporganic soil not exceeding 150 mm in thickness.By Mechanical Means using Motor Grader- In area of light jungle(PWD CSR 2021-22 vol-3 P.No 7 I.No 2.6 (iii)A | ha | 146982.15 | 146982.15 | 0.137 | False | None | None | False | None | False | 20136.55455 | 0 |
2824384 | 91302 | None | I No.77 | Compacting original ground supporting embankment: Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. PWD Common DSR 2021-22 Volume 3 (P No: 15 I.No:3.7 ) | Cum | 91.35 | 91.35 | 224.7 | False | None | None | False | None | False | 20526.345 | 0 |
2824385 | 91302 | None | I No.78 | Construction of Embankment Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(PWD CSR 2021-22 vol-1 P.No 7 I.No 1.8 | Cum | 422.1 | 422.1 | 337.05 | False | None | None | False | None | False | 142268.805 | 0 |
2824386 | 91302 | None | I No.79 | 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 PWD Common DSR 2021-22 Volume 3 (P No: 15 I.No:3.6) | Cum | 433.65 | 433.65 | 96.3 | False | None | None | False | None | False | 41760.495 | 0 |
2824387 | 91302 | None | I No.80 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material PWD Common DSR 2021-22 Volume 3 (P No: 19 I.No: 4.1.B.(v) | Cum | 2345.7 | 2345.7 | 144.45 | False | None | None | False | None | False | 338836.365 | 0 |
2824388 | 91302 | None | I No.81 | Wet Mix Macadam (Plant mix method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. PWD Common DSR 2021-22 Volume 3 (P No: 24 I.No: 4.27.A) | Cum | 2513.7 | 2513.7 | 144.45 | False | None | None | False | None | False | 363103.965 | 0 |
2824389 | 91302 | None | I No.82 | Prime Coat over WMM/WBM : Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. PWD Common DSR 2021-22 Volume 3 (P No: 29 I.No:5.1.A) | Sqm | 44.1 | 44.1 | 1926.0 | False | None | None | False | None | False | 84936.6 | 0 |
2824390 | 91302 | None | I No.83 | Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom(PWD CSR 2021-22 vol-3 P.No 145 I.No 21-A (4)) | Sqm | 15.75 | 15.75 | 1926.0 | False | None | None | False | None | False | 30334.5 | 0 |
2824391 | 91302 | None | I No.84 | Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (PWD CSR 2021-22 vol-3 P.No 145 I.No 21-A (1)) | Cum | 10233.3 | 10233.3 | 43.77 | False | None | None | False | None | False | 447911.541 | 0 |
2824392 | 91302 | None | I No.85 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. PWD Common DSR 2021-22 Volume 3 (P No: 57 I.No:8.15 ) | Sqm | 501.9 | 501.9 | 128.4 | False | None | None | False | None | False | 64443.96 | 0 |
2824393 | 91302 | None | I No.86 | 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 M.S.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 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 PWD Common DSR 2021-22 Volume 3 (P No:151 I.No:21-C.4 ) | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
2824394 | 91302 | None | I No.87 | Clearing and Grubbing Road Land.Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materialto be used or auctioned, including removal and disposal of toporganic soil not exceeding 150 mm in thickness.By Mechanical Means using Motor Grader- In area of light jungle(PWD CSR 2021-22 vol-3 P.No 7 I.No 2.6 (iii)A | ha | 146982.15 | 146982.15 | 0.0311 | False | None | None | False | None | False | 4571.144865 | 0 |
2824395 | 91302 | None | I No.88 | Compacting original ground supporting embankment: Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. PWD Common DSR 2021-22 Volume 3 (P No: 15 I.No:3.7 ) | Cum | 91.35 | 91.35 | 90.65 | False | None | None | False | None | False | 8280.8775 | 0 |
2824396 | 91302 | None | I No.89 | Construction of Embankment Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(PWD CSR 2021-22 vol-1 P.No 7 I.No 1.8 | Cum | 422.1 | 422.1 | 310.8 | False | None | None | False | None | False | 131188.68 | 0 |
2824397 | 91302 | None | I No.90 | 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 PWD Common DSR 2021-22 Volume 3 (P No: 15 I.No:3.6) | Cum | 433.65 | 433.65 | 64.75 | False | None | None | False | None | False | 28078.8375 | 0 |
2824398 | 91302 | None | I No.91 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material PWD Common DSR 2021-22 Volume 3 (P No: 19 I.No: 4.1.B.(v) | Cum | 2345.7 | 2345.7 | 155.4 | False | None | None | False | None | False | 364521.78 | 0 |
2824399 | 91302 | None | I No.92 | Wet Mix Macadam (Plant mix method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. PWD Common DSR 2021-22 Volume 3 (P No: 24 I.No: 4.27.A) | Cum | 2513.7 | 2513.7 | 135.975 | False | None | None | False | None | False | 341800.3575 | 0 |
2824400 | 91302 | None | I No.93 | Prime Coat over WMM/WBM : Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. PWD Common DSR 2021-22 Volume 3 (P No: 29 I.No:5.1.A) | Sqm | 44.1 | 44.1 | 906.5 | False | None | None | False | None | False | 39976.65 | 0 |
2824401 | 91302 | None | I No.94 | Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom(PWD CSR 2021-22 vol-3 P.No 145 I.No 21-A (4)) | Sqm | 15.75 | 15.75 | 906.5 | False | None | None | False | None | False | 14277.375 | 0 |
2824402 | 91302 | None | I No.95 | Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (PWD CSR 2021-22 vol-3 P.No 31 I.No 5.8 (ii) C) | Cum | 7736.4 | 7736.4 | 45.325 | False | None | None | False | None | False | 350652.33 | 0 |
2824403 | 91302 | None | I No.96 | Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with
40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and
rolled as per MoRTH V revision. (PWD CSR 2021-22 vol-3 P.No 145 I.No 21-A (1)) | Cum | 10233.3 | 10233.3 | 22.6625 | False | None | None | False | None | False | 231912.16125 | 0 |
2824404 | 91302 | None | I No.97 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. PWD Common DSR 2021-22 Volume 3 (P No: 57 I.No:8.15 ) | Sqm | 501.9 | 501.9 | 51.8 | False | None | None | False | None | False | 25998.42 | 0 |
2824405 | 91302 | None | I No.98 | 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 M.S.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 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 PWD Common DSR 2021-22 Volume 3 (P No:151 I.No:21-C.4 ) | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
2824406 | 91302 | None | I No.99 | Clearing and Grubbing Road Land.Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materialto be used or auctioned, including removal and disposal of toporganic soil not exceeding 150 mm in thickness.By Mechanical Means using Motor Grader- In area of light jungle(PWD CSR 2021-22 vol-3 P.No 7 I.No 2.6 (iii)A | ha | 146982.15 | 146982.15 | 0.049 | False | None | None | False | None | False | 7202.12535 | 0 |
2824407 | 91302 | None | I No.100 | Mechanical Means: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm 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 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. In all kinds of soils upto 300 mm depth PWD Common DSR 2021-22 Volume 1 (P No: 8 I.No:1.12) | Cum | 68.25 | 68.25 | 49.02 | False | None | None | False | None | False | 3345.615 | 0 |
2824408 | 91302 | None | I No.101 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material PWD Common DSR 2021-22 Volume 3 (P No: 19 I.No: 4.1.B.(v) | Cum | 2345.7 | 2345.7 | 61.275 | False | None | None | False | None | False | 143732.7675 | 0 |
2824409 | 91302 | None | I No.102 | KSRB 9.32 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 sqm 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 HOM of machineries complete as per specifications. Specification No. KBS PWD Common DSR 2021-22 Volume 3 (P No:64 vol-2 I.No:9.32 - ) | Sqm | 1141.35 | 1141.35 | 817.0 | False | None | None | False | None | False | 932482.95 | 0 |
2824410 | 91302 | None | I No.103 | Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesfor 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) | Cum | 6240.15 | 6240.15 | 4.68 | False | None | None | False | None | False | 29203.902 | 0 |
2824411 | 91302 | None | I No.104 | 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 M.S.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 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 PWD Common DSR 2021-22 Volume 3 (P No:151 I.No:21-C.4 ) | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
2824412 | 91302 | None | I No.105 | Clearing and Grubbing Road Land.Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materialto be used or auctioned, including removal and disposal of toporganic soil not exceeding 150 mm in thickness.By Mechanical Means using Motor Grader- In area of light jungle(PWD CSR 2021-22 vol-3 P.No 7 I.No 2.6 (iii)A | ha | 146982.15 | 146982.15 | 0.0482 | False | None | None | False | None | False | 7084.53963 | 0 |
2824413 | 91302 | None | I No.106 | Compacting original ground supporting embankment: Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. PWD Common DSR 2021-22 Volume 3 (P No: 15 I.No:3.7 ) | Cum | 91.35 | 91.35 | 93.8 | False | None | None | False | None | False | 8568.63 | 0 |
2824414 | 91302 | None | I No.107 | Construction of Embankment Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(PWD CSR 2021-22 vol-1 P.No 7 I.No 1.8 | Cum | 422.1 | 422.1 | 140.7 | False | None | None | False | None | False | 59389.47 | 0 |
2824415 | 91302 | None | I No.108 | 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 PWD Common DSR 2021-22 Volume 3 (P No: 15 I.No:3.6) | Cum | 433.65 | 433.65 | 40.2 | False | None | None | False | None | False | 17432.73 | 0 |
2824416 | 91302 | None | I No.109 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material PWD Common DSR 2021-22 Volume 3 (P No: 19 I.No: 4.1.B.(v) | Cum | 2345.7 | 2345.7 | 60.3 | False | None | None | False | None | False | 141445.71 | 0 |
2824417 | 91302 | None | I No.110 | Wet Mix Macadam (Plant mix method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. PWD Common DSR 2021-22 Volume 3 (P No: 24 I.No: 4.27.A) | Cum | 2513.7 | 2513.7 | 60.3 | False | None | None | False | None | False | 151576.11 | 0 |
2824418 | 91302 | None | I No.111 | Prime Coat over WMM/WBM : Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. PWD Common DSR 2021-22 Volume 3 (P No: 29 I.No:5.1.A) | Sqm | 44.1 | 44.1 | 804.0 | False | None | None | False | None | False | 35456.4 | 0 |
2824419 | 91302 | None | I No.112 | Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom(PWD CSR 2021-22 vol-3 P.No 145 I.No 21-A (4)) | Sqm | 15.75 | 15.75 | 804.0 | False | None | None | False | None | False | 12663.0 | 0 |
2824420 | 91302 | None | I No.113 | Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (PWD CSR 2021-22 vol-3 P.No 145 I.No 21-A (1)) | Cum | 10233.3 | 10233.3 | 20.1 | False | None | None | False | None | False | 205689.33 | 0 |
2824421 | 91302 | None | I No.114 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. PWD Common DSR 2021-22 Volume 3 (P No: 57 I.No:8.15 ) | Sqm | 501.9 | 501.9 | 53.6 | False | None | None | False | None | False | 26901.84 | 0 |
2824422 | 91302 | None | I No.115 | 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 M.S.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 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 PWD Common DSR 2021-22 Volume 3 (P No:151 I.No:21-C.4 ) | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
2824423 | 91302 | None | I No.116 | 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.In all kinds of soils Depth upto 1.5 m | Cum | 195.3 | 195.3 | 38.1036 | False | None | None | False | None | False | 7441.63308 | 0 |
2824424 | 91302 | None | I No.117 | 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 coarse aggregates. | Cum | 5466.3 | 5466.3 | 2.74 | False | None | None | False | None | False | 14977.662 | 0 |
2824425 | 91302 | None | I No.118 | Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For foundation | Cum | 6517.06 | 6517.06 | 5.868 | False | None | None | False | None | False | 38242.10808 | 0 |
2824426 | 91302 | None | I No.119 | Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For Columns | Cum | 10652.88 | 10652.88 | 7.1712 | False | None | None | False | None | False | 76393.933056 | 0 |
2824427 | 91302 | None | I No.120 | Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For Beams and Lintels | Cum | 10026.24 | 10026.24 | 3.0705 | False | None | None | False | None | False | 30785.56992 | 0 |
2824428 | 91302 | None | I No.121 | Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Roof Slabs | Cum | 9399.6 | 9399.6 | 4.9415 | False | None | None | False | None | False | 46448.1234 | 0 |
2824429 | 91302 | None | I No.122 | 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 1:4 (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. | Cum | 7295.4 | 7295.4 | 14.0418 | False | None | None | False | None | False | 102440.54772 | 0 |
2824430 | 91302 | None | I No.123 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in foundations and plinth in Cement mortar 1:3 (1 cement : 3 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 | 893.55 | 893.55 | 19.44 | False | None | None | False | None | False | 17370.612 | 0 |
2824431 | 91302 | None | I No.124 | Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. | Cum | 79111.2 | 79111.2 | 0.39 | False | None | None | False | None | False | 30853.368 | 0 |
2824432 | 91302 | None | I No.125 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, omplete as per specifications. | Cum | 1555.05 | 1555.05 | 8.0 | False | None | None | False | None | False | 12440.4 | 0 |
2824433 | 91302 | None | I No.126 | Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metal sash putty of approved make, or metal beading with screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost: Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge | Sqm | 36.75 | 36.75 | 32.4 | False | None | None | False | None | False | 1190.7 | 0 |
2824434 | 91302 | None | I No.127 | Providing and fixing in position fully panelled Matti/Nandi wood shutters for doors with, stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures ) | Cum | 4227.3 | 4227.3 | 12.0 | False | None | None | False | None | False | 50727.6 | 0 |
2824435 | 91302 | None | I No.128 | Providing 12 mm cement plaster with cement mortar 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 | 223.65 | 223.65 | 189.921 | False | None | None | False | None | False | 42475.83165 | 0 |
2824436 | 91302 | None | I No.129 | 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 | Sqm | 313.95 | 313.95 | 70.07 | False | None | None | False | None | False | 21998.4765 | 0 |
2824437 | 91302 | None | I No.130 | 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 | No | 4458.3 | 4458.3 | 8.0 | False | None | None | False | None | False | 35666.4 | 0 |
2824438 | 91302 | None | I No.131 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | No | 1811.25 | 1811.25 | 1.0 | False | None | None | False | None | False | 1811.25 | 0 |
2824439 | 91302 | None | I No.132 | KSRB 13-11 : Providing and placing on terrace, polyethylene water storage tanks as per IS12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM and testing complete as per specifications. (For 1000 litre capacity) Specification No.KBS 13.22 | Ltr | 7169.4 | 7169.4 | 2.0 | False | None | None | False | None | False | 14338.8 | 0 |
2824440 | 91302 | None | I No.133 | 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 | 800.1 | 800.1 | 18.555 | False | None | None | False | None | False | 14845.8555 | 0 |
2824441 | 91302 | None | I No.134 | 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 : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete | Sqm | 1012.2 | 1012.2 | 23.82 | False | None | None | False | None | False | 24110.604 | 0 |
2824442 | 91302 | None | I No.135 | 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 | 110.25 | 110.25 | 98.457 | False | None | None | False | None | False | 10854.88425 | 0 |
2824443 | 91302 | None | I No.136 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/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. | Sqm | 142.8 | 142.8 | 63.01 | False | None | None | False | None | False | 8997.828 | 0 |
2824444 | 91302 | None | I No.137 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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 | 136.5 | 136.5 | 27.72 | False | None | None | False | None | False | 3783.78 | 0 |
2824445 | 91302 | None | I No.138 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. | Tonne | 75268.2 | 75268.2 | 2.176 | False | None | None | False | None | False | 163783.6032 | 0 |
2824446 | 91302 | None | I No.139 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavationetc. complete. 110mm (weight of pipe -1.894 kg) | Rmtr | 521.26 | 521.26 | 20.0 | False | None | None | False | None | False | 10425.2 | 0 |
2824447 | 91302 | None | I No.140 | KSRB13-10 : Providing and fixing to wall, ceiling and floor unplasticised PVC pipes 10.00 kgs/sqcm working pressure of outside diameter chemp plast I Wavin or equivalent make with pipe fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM and testing complete as per specifications. Specification No.KBS 13.2.154/13.9 25MM dia UPVC Pipe | No | 123.9 | 123.9 | 30.0 | False | None | None | False | None | False | 3717.0 | 0 |
2824448 | 91302 | None | I No.141 | KSRB13-10 : Providing and fixing to wall, ceiling and floor unplasticised PVC pipes 10.00 kgs/sqcm working pressure of outside diameter chemp plast I Wavin or equivalent make with pipe fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM and testing complete as per specifications. Specification No.KBS 13.2.154/13.9 20MM dia UPVC Pipe | Sqm | 112.35 | 112.35 | 16.0 | False | None | None | False | None | False | 1797.6 | 0 |
2824449 | 91302 | None | I No.142 | Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86 mm long, weighing not less than 88 g | No | 155.4 | 155.4 | 8.0 | False | None | None | False | None | False | 1243.2 | 0 |
2824450 | 91302 | None | I No.143 | Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc 100x58x1.9mm | Kg | 31.5 | 31.5 | 24.0 | False | None | None | False | None | False | 756.0 | 0 |
2824451 | 91302 | None | I No.144 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 100mm | No | 25.2 | 25.2 | 16.0 | False | None | None | False | None | False | 403.2 | 0 |
2824452 | 91302 | None | I No.145 | Providing and fixing aluminium tower bolts, ISI marked, anodised (an odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete | No | 116.55 | 116.55 | 16.0 | False | None | None | False | None | False | 1864.8 | 0 |
2824453 | 91302 | None | I No.146 | Supplying heavy gauge PVC Conduit Pipe 20 dia 2 mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. | No | 75.0 | 75.0 | 15.0 | False | None | None | False | None | False | 1125.0 | 0 |
2824454 | 91302 | None | I No.147 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm 2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, 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 3m from tapping point to out let via switch box | Rmtr | 251.0 | 251.0 | 10.0 | False | None | None | False | None | False | 2510.0 | 0 |
2824455 | 91302 | None | I No.148 | Supplying and flush mounting teak wooden box without front plank, made of not less than 12 mm thick wood, after due groove cutting, finishing with necessary cement plastering complete. 12" x 12" x 3" (300 x 300 x 76 mm) | No | 112.0 | 112.0 | 1.0 | False | None | None | False | None | False | 112.0 | 0 |
2824456 | 91302 | None | I No.149 | Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board. 6A Lamp Holder | No | 63.0 | 63.0 | 10.0 | False | None | None | False | None | False | 630.0 | 0 |
2824457 | 91302 | None | I No.150 | 1.1 kV Class HR (Heat Resistant) PVC Insulated & Sheathed Aluminium Single Core Lead wires as per IS-694: 2010 PVC Wire - 2.5 Sqmm Weight per 100 Mtr Coil: 1.8 Kg | No | 1606.0 | 1606.0 | 1.0 | False | None | None | False | None | False | 1606.0 | 0 |
2824458 | 91302 | None | I No.151 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 16 Amps | No | 125.0 | 125.0 | 1.0 | False | None | None | False | None | False | 125.0 | 0 |
2824459 | 91302 | None | I No.152 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP Switch | No | 375.0 | 375.0 | 1.0 | False | None | None | False | None | False | 375.0 | 0 |
2824460 | 91302 | None | I No.153 | Supplying and fixing of Modular MCB Devices (Tripper) With Breaking capacity of 6k A.16 - 32 A SP | No | 190.0 | 190.0 | 1.0 | False | None | None | False | None | False | 190.0 | 0 |
2824461 | 91302 | None | I No.154 | Supplying and flush mounting teak wooden box without front plank, made of not less than 12 mm thick wood, after due groove cutting, finishing with necessary cement plastering complete.1 to 2 Way | No | 38.0 | 38.0 | 2.0 | False | None | None | False | None | False | 76.0 | 0 |
2824462 | 91302 | None | I No.155 | GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long,3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg | No | 770.0 | 770.0 | 1.0 | False | None | None | False | None | False | 770.0 | 0 |
2824463 | 91302 | None | I No.156 | Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each | No | 660.0 | 660.0 | 1.0 | False | None | None | False | None | False | 660.0 | 0 |
2824464 | 91302 | None | I No.157 | Good Quality Salt for grounding purposes packed in 50 Kg gunny bag | No | 303.0 | 303.0 | 1.0 | False | None | None | False | None | False | 303.0 | 0 |
2824465 | 91302 | None | I No.158 | Digging of Pit for providing GI Pipe type Earthing LABOUR RATE Ordinary soil | No | 578.0 | 578.0 | 1.0 | False | None | None | False | None | False | 578.0 | 0 |
2824466 | 91302 | None | I No.159 | 8 SWG GI Wire MT - PER KG (4.064 mm Dia), Std Wt: 125 Kg/KM | No | 77850.0 | 77850.0 | 0.02 | False | None | None | False | None | False | 1557.0 | 0 |
2824467 | 91302 | None | I No.160 | Brass Cable Gland 25mm | No | 77.0 | 77.0 | 2.0 | False | None | None | False | None | False | 154.0 | 0 |
2824468 | 91302 | None | I No.161 | 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. (CSR 2021-22 Vol-2 P.No. 64 I. No. 9.31) | No | 1141.35 | 1141.35 | 35.2 | False | None | None | False | None | False | 40175.52 | 0 |
2824469 | 91302 | None | I No.162 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 2021-22 Vol-1 P.No. 15 I. No. 2.2.1.1 ) | No | 6240.15 | 6240.15 | 0.546 | False | None | None | False | None | False | 3407.1219 | 0 |