| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1723637564000 | 1 | None | None | Buildings | Package - 4 Providing and Installation of ACP Panel and Truss Work in City Municipal Council Office in Kanakapura (General) | 3388991.07 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3780885 | 142816 | None | code kkp 01 | Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/ beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. | Sqm | 8190.56 | 8190.56 | 49.62 | False | None | None | False | None | False | 406415.5872 | 0 | | 3780886 | 142816 | None | code kkp 02 | Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm 2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) | Sqm | 6432.35 | 6432.35 | 3.78 | False | None | None | False | None | False | 24314.283 | 0 | | 3780887 | 142816 | None | code kkp 03 | 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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kgs | 116.39 | 116.39 | 7047.48 | False | None | None | False | None | False | 820256.1972 | 0 | | 3780888 | 142816 | None | code kkp 04 | Over deck insulation with Polyurethane Foam (puf) slab Providing and fixing polyurethane foam (PUF) slab 50mm thick average with PU slab density 36+/-2 kg/cum insulation for over deck covered with two layers of 40mm thick cement concrete screed with mix proportion 1:1.5:3 (M20grade) smooth finished with floating coat of neat cement, including necessary polymerized plaster reinforced with glass fibre mesh for PUF slab, epoxy bases bonding adhesive etc., complete | Sqm | 1684.05 | 1684.05 | 84.0 | False | None | None | False | None | False | 141460.2 | 0 | | 3780889 | 142816 | None | code kkp 05 | External wall insulation with Polyurethane Foam (PUF) slab Providing and fixing polyurethane foam (PUF) slab 40mm thick average with PU slab density 36+/-2 kg/cum for external wall insulation including necessary polymerized plaster reinforced with glass fibre mesh, epoxy based bonding adhesive etc., complete. | Sqm | 1505.86 | 1505.86 | 148.38 | False | None | None | False | None | False | 223439.5068 | 0 | | 3780890 | 142816 | None | code kkp 06 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) | Sqm | 6936.02 | 6936.02 | 4.5 | False | None | None | False | None | False | 31212.09 | 0 | | 3780891 | 142816 | None | code kkp 07 | Supplying, installing, testing and commissioning of Diesel Generator set with following specifications. Power rating as per standard reference condition as per-BS 5514/ISO 3046/ ISO 8528 & IS 1002/ISO 3046 Generator set specifications. 82.5 kVA/66kW | Set | 785987.0 | 785987.0 | 1.0 | False | None | None | False | None | False | 785987.0 | 0 | | 3780892 | 142816 | None | code kkp 08 | Providing and Applying high elastic & resilient Acrylic polymer Waterproofing coating which is single component, cold applied, water based acrylic and UV resistant water proofing treatment to the Existing Roof screed surface applied at 1.5 l/m2 in 3 coats to achieve 1mm DFT, having tensile strength 1.2 N/mm2 confirming to ASTM D 412; Elongation at break 100% and Crack bridging ability up to 2 mm, including surface preparation, priming the surface with 1 coat of Efflorescence resistant penetrating primer dilute with water in the ratio 2:1 spreading at the rate of 0.125 l/m2 in the SSD condition and spreading 45 gsm glass fibre mesh of 2.5 mm x 2.5 mm sandwiched between the first and second coat completely as per specification. The finished cost to include surface
preparation, making coving at Junction, treatment of cracks completely as per specification. | Sqm | 710.7 | 710.7 | 106.465 | False | None | None | False | None | False | 75664.6755 | 0 | | 3780893 | 142816 | None | code kkp 09 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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 | 162.74 | 162.74 | 5408.8824 | False | None | None | False | None | False | 880241.521776 | 0 |
| | 1723637564000 | 1 | None | None | Buildings | Package - 4 Construction of Rehabilitation Center (5 Percent)) | 5399097.38 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3780894 | 142817 | None | code kkp 01 | 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 soil upto 300mm depth. (P.No.8, I.No.1.12, Vol-1 of PWD Common S.R 2023-24) | Cum | 97.85 | 97.85 | 59.4 | False | None | None | False | None | False | 5812.29 | 0 | | 3780895 | 142817 | None | code kkp 02 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (P.No.8, I.No.1.14.1, Vol-1 of PWD Common S.R 2023-24) | Cum | 105.06 | 105.06 | 144.3093 | False | None | None | False | None | False | 15161.135058 | 0 | | 3780896 | 142817 | None | code kkp 03 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth (P.No.8, I.No.1.15.1, Vol-1 of PWD Common SR 2023-24) | Cum | 373.89 | 373.89 | 61.8468 | False | None | None | False | None | False | 23123.900052 | 0 | | 3780897 | 142817 | None | code kkp 04 | Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. ( I.No. 1.23, Page no-11 Vol-1 of PWD Common SR 2023-24) | Cum | 2762.46 | 2762.46 | 50.625 | False | None | None | False | None | False | 139849.5375 | 0 | | 3780898 | 142817 | None | code kkp 05 | 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 Using 40 mm nominal size graded crushed coarse aggregates (P.No.15, I.No. 2.1.2, Vol-1 of PWD Common SR 2023-24) | Cum | 5833.92 | 5833.92 | 28.9497 | False | None | None | False | None | False | 168890.233824 | 0 | | 3780899 | 142817 | None | code kkp 06 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (P.No.9, I.No.5.4, Vol-2 of PWD Common SR 2023-24) | Cum | 6580.67 | 6580.67 | 22.509 | False | None | None | False | None | False | 148124.30103 | 0 | | 3780900 | 142817 | None | code kkp 07 | 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. (P.No.44, I.No.8.19.1, Vol-2 of PWD Common SR 2023-24) | Sqm | 262.65 | 262.65 | 19.845 | False | None | None | False | None | False | 5212.28925 | 0 | | 3780901 | 142817 | None | code kkp 08 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately). Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates. (P.No.15, I.No.2.1.4, Vol-1 of PWD Common SR 2023-24) | Cum | 6403.51 | 6403.51 | 2.5675 | False | None | None | False | None | False | 16441.011925 | 0 | | 3780902 | 142817 | None | code kkp 09 | 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 aggregate (P.No.15, I.No.2.2.1., Vol-1 of PWD Common SR 2023-24) | Cum | 6993.65 | 6993.65 | 62.208 | False | None | None | False | None | False | 435060.9792 | 0 | | 3780903 | 142817 | None | code kkp 10 | 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 aggregate (P.No.17, I.No.2.4.2 Vol-1 of PWD Common SR 2023-24) | Cum | 9769.03 | 9769.03 | 8.334 | False | None | None | False | None | False | 81415.09602 | 0 | | 3780904 | 142817 | None | code kkp 11 | 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 (P.No.16, I.No.2.5.1, Vol-1 of PWD Common SR 2023-24) Ground Floor Column | Cum | 11609.13 | 11609.13 | 9.504 | False | None | None | False | None | False | 110333.17152 | 0 | | 3780905 | 142817 | None | code kkp 12 | 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 (P.No.16, I.No.2.5.1, Vol-1 of PWD Common SR 2023-24) Ground Floor Lintel & Roof Beam | Cum | 10926.24 | 10926.24 | 15.685 | False | None | None | False | None | False | 171378.0744 | 0 | | 3780906 | 142817 | None | code kkp 13 | 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 (P.No.16, I.No.2.5.1, Vol-1 of PWD Common SR 2023-24) Ground Floor Roof Slab | Cum | 10243.35 | 10243.35 | 45.552 | False | None | None | False | None | False | 466605.0792 | 0 | | 3780907 | 142817 | None | code kkp 14 | 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 (P.No.16, I.No.2.5.1, Vol-1 of PWD Common SR 2023-24) Ground Floor Chejja | Cum | 9901.9 | 9901.9 | 1.4883 | False | None | None | False | None | False | 14736.99777 | 0 | | 3780908 | 142817 | None | code kkp 15 | 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 (P.No.16, I.No.2.5.1, Vol-1 of PWD Common SR 2023-24) First Floor Columns | Cum | 11725.22 | 11725.22 | 1.008 | False | None | None | False | None | False | 11819.02176 | 0 | | 3780909 | 142817 | None | code kkp 16 | 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 (P.No.16, I.No.2.5.1, Vol-1 of PWD Common SR 2023-24) First Floor Lintel Beams | Cum | 11035.5 | 11035.5 | 1.716 | False | None | None | False | None | False | 18936.918 | 0 | | 3780910 | 142817 | None | code kkp 17 | 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 (P.No.16, I.No.2.5.1, Vol-1 of PWD Common SR 2023-24) First Floor Roof Slab | Cum | 10345.78 | 10345.78 | 3.1005 | False | None | None | False | None | False | 32077.09089 | 0 | | 3780911 | 142817 | None | code kkp 18 | 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 (P.No.16, I.No.2.5.1, Vol-1 of PWD Common SR 2023-24) First Floor Chejja | Cum | 10000.92 | 10000.92 | 0.0607 | False | None | None | False | None | False | 607.055844 | 0 | | 3780912 | 142817 | None | code kkp 19 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (P.No.18, I.No.2.11a, Vol-1 of PWD Common S.R 2023-24) Ground Floor | Tonne | 92140.71 | 92140.71 | 15.2503 | False | None | None | False | None | False | 1405173.469713 | 0 | | 3780913 | 142817 | None | code kkp 20 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (P.No.18, I.No.2.11a, Vol-1 of PWD Common S.R 2023-24) First Floor | Tonne | 93062.11 | 93062.11 | 0.7062 | False | None | None | False | None | False | 65720.462082 | 0 | | 3780914 | 142817 | None | code kkp 21 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m (P.No.7, I.No.1.9, Vol-1 of PWD Common SR 2023-24) | Cum | 273.98 | 273.98 | 139.5487 | False | None | None | False | None | False | 38233.552826 | 0 | | 3780915 | 142817 | None | code kkp 22 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (P.No.17, I.No.3.1, Vol-3 of PWD Common SR 2023-24) | Cum | 87.55 | 87.55 | 126.0074 | False | None | None | False | None | False | 11031.94787 | 0 | | 3780916 | 142817 | None | code kkp 23 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications (P.No.17, I.No.6.32, Vol-2 of PWD Common SR 2023-24) Ground Floor | Sqm | 1349.3 | 1349.3 | 184.8674 | False | None | None | False | None | False | 249441.58282 | 0 | | 3780917 | 142817 | None | code kkp 24 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications (P.No.17, I.No.6.32, Vol-2 of PWD Common SR 2023-24) First Floor | Sqm | 1362.79 | 1362.79 | 74.205 | False | None | None | False | None | False | 101125.83195 | 0 | | 3780918 | 142817 | None | code kkp 25 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications (P.No.17, I.No.6.34, Vol-2 of PWD Common SR 2023-24) | Sqm | 1137.12 | 1137.12 | 18.75 | False | None | None | False | None | False | 21321.0 | 0 | | 3780919 | 142817 | None | code kkp 26 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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. (P.No.42, I.No.8.8, Vol-2 of PWD Common SR 2023-24 Ground Floor | Sqm | 382.13 | 382.13 | 142.1649 | False | None | None | False | None | False | 54325.473237 | 0 | | 3780920 | 142817 | None | code kkp 27 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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. (P.No.42, I.No.8.8, Vol-2 of PWD Common SR 2023-24 First Floor | Sqm | 389.77 | 389.77 | 118.02 | False | None | None | False | None | False | 46000.6554 | 0 | | 3780921 | 142817 | None | code kkp 28 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (P.No.41, I.No.8.1.2, Vol-2 of PWD Common SR 2023-24) Ground Floor | Sqm | 248.23 | 248.23 | 229.825 | False | None | None | False | None | False | 57049.45975 | 0 | | 3780922 | 142817 | None | code kkp 29 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (P.No.41, I.No.8.1.2, Vol-2 of PWD Common SR 2023-24) First Floor | Sqm | 250.71 | 250.71 | 38.64 | False | None | None | False | None | False | 9687.4344 | 0 | | 3780923 | 142817 | None | code kkp 30 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 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. (P.No.41, I.No.8.4.1, Vol-2 of PWD Common SR 2023-24) Ground Floor | Sqm | 332.69 | 332.69 | 194.325 | False | None | None | False | None | False | 64649.98425 | 0 | | 3780924 | 142817 | None | code kkp 31 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 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. (P.No.41, I.No.8.4.1, Vol-2 of PWD Common SR 2023-24) First Floor | Sqm | 336.01 | 336.01 | 41.3399 | False | None | None | False | None | False | 13890.619799 | 0 | | 3780925 | 142817 | None | code kkp 32 | 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. (P.No.42, I.No.8.5.2, Vol-2 of PWD Common SR 2023-24) Ground Floor | Sqm | 359.47 | 359.47 | 31.5 | False | None | None | False | None | False | 11323.305 | 0 | | 3780926 | 142817 | None | code kkp 33 | Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600mm (P.No.62, I.No.9.21.2, Vol-2 of PWD Common SR 2023-24) | Sqm | 1275.14 | 1275.14 | 127.6075 | False | None | None | False | None | False | 162717.42755 | 0 | | 3780927 | 142817 | None | code kkp 34 | Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. (P.No.64 I.No.9.30, Vol-2 of PWD Common SR 2023-24) | Sqm | 5487.84 | 5487.84 | 17.185 | False | None | None | False | None | False | 94308.5304 | 0 | | 3780928 | 142817 | None | code kkp 35 | 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 colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick 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 pigment etc., complete. (P.No.60, I.No.9.9, Vol-2 of PWD Common SR 2023-24) | Sqm | 1108.28 | 1108.28 | 14.0 | False | None | None | False | None | False | 15515.92 | 0 | | 3780929 | 142817 | None | code kkp 36 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. (P.No.65, I.No.9.39, Vol-2 of PWD Common SR 2023-24) | Sqm | 1492.47 | 1492.47 | 31.5 | False | None | None | False | None | False | 47012.805 | 0 | | 3780930 | 142817 | None | code kkp 37 | Providing Honne 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. (P.No.99, I.No.12.11 Vol-2 of PWD Common SR 2023-24) Ground Floor | Cum | 142216.22 | 142216.22 | 0.1627 | False | None | None | False | None | False | 23138.578994 | 0 | | 3780931 | 142817 | None | code kkp 38 | Providing Honne 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. (P.No.99, I.No.12.11 Vol-2 of PWD Common SR 2023-24) First Floor | Cum | 143638.38 | 143638.38 | 0.0472 | False | None | None | False | None | False | 6779.731536 | 0 | | 3780932 | 142817 | None | code kkp 39 | 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, complete as per specifications. (P.No.105, I.No.12.51 Vol-2 of PWD Common SR 2023-24) Ground Floor | Nos | 1046.48 | 1046.48 | 1.0 | False | None | None | False | None | False | 1046.48 | 0 | | 3780933 | 142817 | None | code kkp 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, complete as per specifications. (P.No.105, I.No.12.51 Vol-2 of PWD Common SR 2023-24) First Floor | Nos | 1056.94 | 1056.94 | 1.0 | False | None | None | False | None | False | 1056.94 | 0 | | 3780934 | 142817 | None | code kkp 41 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per specification -do- 35 mm thick both side commercial (P.No.106, I.No.12.57.6 Vol-2 of PWD Common SR 2023-24) Ground Floor | Sqm | 3421.66 | 3421.66 | 2.1 | False | None | None | False | None | False | 7185.486 | 0 | | 3780935 | 142817 | None | code kkp 42 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per specification -do- 35 mm thick both side commercial (P.No.106, I.No.12.57.6 Vol-2 of PWD Common SR 2023-24) First Floor | Sqm | 3062.64 | 3062.64 | 2.1 | False | None | None | False | None | False | 6431.544 | 0 | | 3780936 | 142817 | None | code kkp 43 | Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water /moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness (I.No.12.94.1, Page no-112 Vol-2 of PWD Common SR 2023-24) | Mtr | 3589.55 | 3589.55 | 19.2 | False | None | None | False | None | False | 68919.36 | 0 | | 3780937 | 142817 | None | code kkp 44 | Providing and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. 30 mm thickness (Page no: I.No.12.97.1, Page No-112 Vol-2 of PWD Common SR 2023-24) | Sqm | 3300.12 | 3300.12 | 5.04 | False | None | None | False | None | False | 16632.6048 | 0 | | 3780938 | 142817 | None | code kkp 45 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. (P.No.107, I.No.12.60 Vol-2 of PWD Common SR 2023-24) Ground Floor | Nos | 1083.56 | 1083.56 | 6.0 | False | None | None | False | None | False | 6501.36 | 0 | | 3780939 | 142817 | None | code kkp 46 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. (P.No.107, I.No.12.60 Vol-2 of PWD Common SR 2023-24) First Floor | Nos | 1105.23 | 1105.23 | 1.0 | False | None | None | False | None | False | 1105.23 | 0 | | 3780940 | 142817 | None | code kkp 47 | Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete (P.No.105, I.No.12.62 Vol-2 of PWD Common SR 2023-24) Ground Floor | Nos | 244.11 | 244.11 | 12.0 | False | None | None | False | None | False | 2929.32 | 0 | | 3780941 | 142817 | None | code kkp 48 | Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete (P.No.105, I.No.12.62 Vol-2 of PWD Common SR 2023-24) First Floor | Nos | 246.55 | 246.55 | 2.0 | False | None | None | False | None | False | 493.1 | 0 | | 3780942 | 142817 | None | code kkp 49 | Providing & Fixing Fixtures Hold Fast (P.No.A-25, I.No.444, Vol-2 of PWD Common SR 2023-24) Ground Floor | Nos | 51.5 | 51.5 | 36.0 | False | None | None | False | None | False | 1854.0 | 0 | | 3780943 | 142817 | None | code kkp 50 | Providing & Fixing Fixtures Hold Fast (P.No.A-25, I.No.444, Vol-2 of PWD Common SR 2023-24) First Floor | Nos | 52.01 | 52.01 | 6.0 | False | None | None | False | None | False | 312.06 | 0 | | 3780944 | 142817 | None | code kkp 51 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (P.No.12.72, I.No.107, Vol-2 of PWD Common SR 2023-24) Ground Floor | Nos | 84.46 | 84.46 | 18.0 | False | None | None | False | None | False | 1520.28 | 0 | | 3780945 | 142817 | None | code kkp 52 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (P.No.12.72, I.No.107, Vol-2 of PWD Common SR 2023-24) First Floor | Nos | 85.3 | 85.3 | 3.0 | False | None | None | False | None | False | 255.9 | 0 | | 3780946 | 142817 | None | code kkp 53 | Providing and fixing ISI marked Stainless Steel butt hinges Stainless Steel screws etc. 100x58x1.9mm (P.No.12.74.2, I.No.107, Vol-2 of PWD Common SR 2023-24) Ground Floor | Nos | 93.73 | 93.73 | 18.0 | False | None | None | False | None | False | 1687.14 | 0 | | 3780947 | 142817 | None | code kkp 54 | Providing and fixing ISI marked Stainless Steel butt hinges Stainless Steel screws etc. 100x58x1.9mm (P.No.12.74.2, I.No.107, Vol-2 of PWD Common SR 2023-24) First Floor | Nos | 94.66 | 94.66 | 3.0 | False | None | None | False | None | False | 283.98 | 0 | | 3780948 | 142817 | None | code kkp 55 | Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL 9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) (P.No.12.89, I.No.110, Vol-2 of PWD Common SR 2023-24) Ground floor | Sqm | 6747.53 | 6747.53 | 28.875 | False | None | None | False | None | False | 194834.92875 | 0 | | 3780949 | 142817 | None | code kkp 56 | Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) (P.No.12.89, I.No.110, Vol-2 of PWD Common SR 2023-24) First Floor | Sqm | 6815.0 | 6815.0 | 2.0999 | False | None | None | False | None | False | 14310.8185 | 0 | | 3780950 | 142817 | None | code kkp 57 | 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. (P.No.11.34A, I.No.86, Vol-2 of PWD Common SR 2023-24) Ground Floor | Kgs | 173.04 | 173.04 | 606.375 | False | None | None | False | None | False | 104927.13 | 0 | | 3780951 | 142817 | None | code kkp 58 | 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. (P.No.11.34A, I.No.86, Vol-2 of PWD Common SR 2023-24) First Floor | Kgs | 174.77 | 174.77 | 44.0999 | False | None | None | False | None | False | 7707.339523 | 0 | | 3780952 | 142817 | None | code kkp 59 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (P.No.11.6.1, I.No.78 Vol-2 of PWD Common SR 2023-24) | Sqm | 2711.99 | 2711.99 | 6.625 | False | None | None | False | None | False | 17966.93375 | 0 | | 3780953 | 142817 | None | code kkp 60 | 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. (P.No.45, I.No.8.28, Vol-2 of PWD Common SR 2023-24) Ground Floor | Sqm | 91.67 | 91.67 | 142.1649 | False | None | None | False | None | False | 13032.256383 | 0 | | 3780954 | 142817 | None | code kkp 61 | 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. (P.No.45, I.No.8.28, Vol-2 of PWD Common SR 2023-24) First Floor | Sqm | 92.58 | 92.58 | 118.02 | False | None | None | False | None | False | 10926.2916 | 0 | | 3780955 | 142817 | None | code kkp 62 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer incharge. (P.No.50, I.No.8.51, Vol-2 of PWD Common SR 2023-24) Ground Floor | Sqm | 103.0 | 103.0 | 424.15 | False | None | None | False | None | False | 43687.45 | 0 | | 3780956 | 142817 | None | code kkp 63 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer incharge. (P.No.50, I.No.8.51, Vol-2 of PWD Common SR 2023-24) First Floor | Sqm | 104.03 | 104.03 | 79.9799 | False | None | None | False | None | False | 8320.308997 | 0 | | 3780957 | 142817 | None | code kkp 64 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge (P.No.48, I.No.8.39 of PWD Common SR Vol SR 2023-24) Ground Floor | Sqm | 130.81 | 130.81 | 424.15 | False | None | None | False | None | False | 55483.0615 | 0 | | 3780958 | 142817 | None | code kkp 65 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge (P.No.48, I.No.8.39 of PWD Common SR Vol SR 2023-24) First Floor | Sqm | 132.11 | 132.11 | 79.9799 | False | None | None | False | None | False | 10566.144589 | 0 | | 3780959 | 142817 | None | code kkp 66 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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. (P.No.45, I.No.8.27, Vol-2 of PWD Common SR 2023-24) Ground Floor | Sqm | 54.59 | 54.59 | 424.15 | False | None | None | False | None | False | 23154.3485 | 0 | | 3780960 | 142817 | None | code kkp 67 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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. (P.No.45, I.No.8.27, Vol-2 of PWD Common SR 2023-24) First Floor | Sqm | 55.13 | 55.13 | 79.979 | False | None | None | False | None | False | 4409.24227 | 0 | | 3780961 | 142817 | None | code kkp 68 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (P.No.46, I.No.8.33.2, Vol-2 of PWD Common SR 2023-24) Ground Floor | Sqm | 142.14 | 142.14 | 5.5 | False | None | None | False | None | False | 781.77 | 0 | | 3780962 | 142817 | None | code kkp 69 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (P.No.46, I.No.8.33.2, Vol-2 of PWD Common SR 2023-24) First Floor | Sqm | 143.56 | 143.56 | 5.5 | False | None | None | False | None | False | 789.58 | 0 | | 3780963 | 142817 | None | code kkp 70 | Providing and fixing on wall face unplasticised Rigid PVC Rain water pipes confirming to IS: 13592 Type A, including jointing with seal ring conforming to IS: 5382, Leaving 10mm gap for thermal expansion (i) Single socketed pipes 100mm diameter. (Page no-125 I.No.13.48, Vol-2 of PWD Common SR 2023-24) | Rmtr | 302.72 | 302.72 | 73.0 | False | None | None | False | None | False | 22098.56 | 0 | | 3780964 | 142817 | None | code kkp 71 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. (P.No. 23, I.No.7.18, Vol-2 of PWD Common SR 2023-24) | Cum | 2098.28 | 2098.28 | 2.1 | False | None | None | False | None | False | 4406.388 | 0 | | 3780965 | 142817 | None | code kkp 72 | Providing and Applying PU based Elastomeric Liquid Applied PU Waterproofing Membrane single component, cold applied, water based acrylic PU dispersion with highly elastic and UV resistant water proofing treatment to the Existing Roof surface /Chajjas /Sunken portion of C:Bathroom applied @ 1.2L/per m2,having tensile strength greater than 1.5N/mm2, elongation greater than 300% with solid content not less than 60% in 2 coats including surface preparation, priming the surface with water based acrylic primer @0.1 L/m2, and spreading 60 gsm geotextile between two top coats completely as per specification. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. (P.No. 149, I.No.15.2, Vol-2 of PWD Common SR 2023-24) Ground Floor | Sqm | 759.11 | 759.11 | 131.65 | False | None | None | False | None | False | 99936.8315 | 0 | | 3780966 | 142817 | None | code kkp 73 | Providing and supplying crystalline integral concrete waterproofing admixture that waterproofs concrete by forming crystals deep in the pores, capillaries and microcracks of the concrete, self-seal waterproofing compound to bridge shrinkage cracks upto 0.5mm in width & resist hydro-static pressure upto 16bar for both positive & negative pressure confirming to DIN 1048 part 5 for 56 percnt reduction in depth of penetration against control, resistance to chloride penetration confirming to ASTM C 1202 with 64% improvement against control & protecting steel re-inforcement against corrosion mixed at 1percent by weight of cementitious content in concrete. ie., integral crystaline waterproofing admix at 0.5 kg bag of cement. (For calculation purpose 320 kg of Cement for M-20 grade of Concrete is considered in the analysis) (P.No. 150, I.No.15.7, Vol-2 of PWD Common SR 2023-24) | Sqm | 18.45 | 18.45 | 117.65 | False | None | None | False | None | False | 2170.6425 | 0 | | 3780967 | 142817 | None | code kkp 74 | Providing and placing on terrace (at all floor levels), polyethylene water storage tanks, IS:127001 marked, with cover and suitable locking arrangements, making necessary holes for inlet, outlet and over flow pipes but without fittings and the base support for tank. (Page no-123 I.No.13.34, Vol-2 of PWD Common SR 2023-24) | Ltr | 9.36 | 9.36 | 2000.0 | False | None | None | False | None | False | 18720.0 | 0 | | 3780968 | 142817 | None | code kkp 75 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (P.No.85, I.No.11.28, Vol-2 of PWD Common SR 2023-24) | Kgs | 581.95 | 581.95 | 216.0 | False | None | None | False | None | False | 125701.2 | 0 | | 3780969 | 142817 | None | code kkp 76 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes of 150mm dia conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.(P.No.125, I.No.13.49, Vol-2 of PWD Common SR 2023-24) | Mtr | 585.04 | 585.04 | 18.0 | False | None | None | False | None | False | 10530.72 | 0 | | 3780970 | 142817 | None | code kkp 77 | Making soak pit 2.5 m diameter 3.0 m deep with 45 x 45 cm dry brick honey comb shaft with bricks and PVC S.W.R drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay (non modular) bricks of class designation 3.5 (P.No.127, I.No.13.56, Vol-2 of PWD Common SR 2023-24) | Each | 23714.72 | 23714.72 | 1.0 | False | None | None | False | None | False | 23714.72 | 0 | | 3780971 | 142817 | None | code kkp 78 | Providing and fixing PVC (S.W.R) Gully Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete (P.No.127, I.No.13.58, Vol-2 of PWD Common SR 2023-24) | Each | 356.38 | 356.38 | 2.0 | False | None | None | False | None | False | 712.76 | 0 | | 3780972 | 142817 | None | code kkp 79 | Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 20 mm nominal dia Pipes (P.No.125, I.No.13.50.2, Vol-2 of PWD Common SR 2023-24) | Rmtr | 177.16 | 177.16 | 20.0 | False | None | None | False | None | False | 3543.2 | 0 | | 3780973 | 142817 | None | code kkp 80 | Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 25 mm nominal dia Pipes (P.No.125, I.No.13.50.3, Vol-2 of PWD Common SR 2023-24) | Rmtr | 230.72 | 230.72 | 35.0 | False | None | None | False | None | False | 8075.2 | 0 | | 3780974 | 142817 | None | code kkp 81 | Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 165 mm long, weighing not less than 110 g (P.No.120, I.No.13.17.3, Vol-2 of PWD Common SR 2023-24) | Each | 229.69 | 229.69 | 4.0 | False | None | None | False | None | False | 918.76 | 0 | | 3780975 | 142817 | None | code kkp 82 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern (P.No.131, I.No.14.4.1, Vol-2 of PWD Common SR 2023-24) | Each | 4587.62 | 4587.62 | 2.0 | False | None | None | False | None | False | 9175.24 | 0 | | 3780976 | 142817 | None | code kkp 83 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required W.C. pan with ISI marked black solid plastic seat and lid (P.No.131, I.No.14.3.2, Vol-2 of PWD Common SR 2023-24) | Each | 5979.15 | 5979.15 | 2.0 | False | None | None | False | None | False | 11958.3 | 0 | | 3780977 | 142817 | None | code kkp 84 | White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers(P.No.133, I.No.14.7.8, Vol-2 of PWD Common SR 2023-24) | Each | 4236.39 | 4236.39 | 2.0 | False | None | None | False | None | False | 8472.78 | 0 | | 3780978 | 142817 | None | code kkp 85 | Supplying heavy gauge PVC conduit pipe.......dia.......mm thick confirming to IS2509 with suitable size bends, junction boxes, adhesive pasteetc, and fixing using inverted wood plugs incaseof RCC ceiling and RCC wall stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. 19/20 mm dia 2 mm thick (P.No.2, I.No.1.1.1, Vol-6 of PWD ELE SR 2023-24) | Rmtr | 71.07 | 71.07 | 35.0 | False | None | None | False | None | False | 2487.45 | 0 | | 3780979 | 142817 | None | code kkp 86 | Supplying heavy gauge PVC conduit pipe.......dia.......mm thick confirming to IS2509 with suitable size bends, junction boxes, adhesive pasteetc, and fixing using inverted wood plugs incaseof RCC ceiling and RCC wall stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. 32 mm dia 2.5 mm thick (P.No.2, I.No.1.1.3, Vol-6 of PWD ELE SR 2023-24) | Rmtr | 109.18 | 109.18 | 35.0 | False | None | None | False | None | False | 3821.3 | 0 | | 3780980 | 142817 | None | code kkp 87 | Supplying heavy gauge PVC conduit pipe......mmdia..........mm thick confirming to IS2509 with suitable size bends,metal /PVC Junction boxes, adhesive paste etc.,and running before concreting the slab.The conduits hould be tied to the reinforcement rods by using binding wires and unused way of junction boxes and pipe ends should be covered using PVC end enclosures,run with 18SWGGI fish wire wherever necessary 19/20 mm dia 2 mm thick (P.No.2, I.No.1.2.1, Vol-6 of PWD ELE SR 2023-24) | Rmtr | 67.98 | 67.98 | 35.0 | False | None | None | False | None | False | 2379.3 | 0 | | 3780981 | 142817 | None | code kkp 88 | Supplying heavy gauge PVC conduit pipe......mmdia..........mm thick confirming to IS2509 with suitable size bends,metal /PVC Junction boxes, adhesive paste etc.,and running before concreting the slab.The conduits hould be tied to the reinforcement rods by using binding wires and unused way of junction boxes and pipe ends should be covered using PVC end enclosures,run with 18SWGGI fish wire wherever necessary 32 mm dia 2.5 mm thick (P.No.2, I.No.1.2.3, Vol-6 of PWD ELE SR 2023-24) | Rmtr | 106.09 | 106.09 | 35.0 | False | None | None | False | None | False | 3713.15 | 0 | | 3780982 | 142817 | None | code kkp 89 | Supplying and flush mounting teak wooden box with out front plank, made of not less than12mmthick wood,after due groove cutting, finishing with necessary cement plastering complete. 12" x 12" x 3" (300 x 300 x 76 mm) (P.No.2, I.No.1.6.1, Vol-6 of PWD ELE SR 2023-24) | Each | 123.6 | 123.6 | 6.0 | False | None | None | False | None | False | 741.6 | 0 | | 3780983 | 142817 | None | code kkp 90 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) &1x1.0sqmm (Earthwire)FRL Smulti strand PVC insulated copper wire (confirming to IS-694:and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet /gang box,the other end of the wires shall be terminated with sufficient looseleng thina wood/ PVC round block.complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch (P.No.5, I.No.2.1.1, Vol-6 of PWD ELE SR 2023-24) | Point | 293.55 | 293.55 | 40.0 | False | None | None | False | None | False | 11742.0 | 0 | | 3780984 | 142817 | None | code kkp 91 | Wiring for lighting /power circuit using one of FRLS PVC insulated1100V grade,multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 1mm2 (P.No.5, I.No.2.3.1, Vol-6 of PWD ELE SR 2023-24) | Mtr | 19.57 | 19.57 | 35.0 | False | None | None | False | None | False | 684.95 | 0 | | 3780985 | 142817 | None | code kkp 92 | Wiring for lighting /power circuit using one of FRLS PVC insulated1100V grade,multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 1.5 mm2 (P.No.5, I.No.2.3.2, Vol-6 of PWD ELE SR 2023-24) | Mtr | 26.78 | 26.78 | 45.0 | False | None | None | False | None | False | 1205.1 | 0 | | 3780986 | 142817 | None | code kkp 93 | Wiring for lighting /power circuit using one of FRLS PVC insulated1100V grade,multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 2.5 mm2 (P.No.5, I.No.2.3.3, Vol-6 of PWD ELE SR 2023-24) | Mtr | 43.26 | 43.26 | 50.0 | False | None | None | False | None | False | 2163.0 | 0 | | 3780987 | 142817 | None | code kkp 94 | Supplying and fixing surface /flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick /C.Cwall, including necessary rawl plugs,Machine /NF screws etc., complete. 1-2 Way (P.No.8, I.No.3.3.1, Vol-6 of PWD ELE SR 2023-24) | Each | 106.09 | 106.09 | 3.0 | False | None | None | False | None | False | 318.27 | 0 | | 3780988 | 142817 | None | code kkp 95 | Supplying and fixing surface /flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick /C.Cwall, including necessary rawl plugs,Machine /NF screws etc., complete. 3 Way (P.No.8, I.No.3.3.2, Vol-6 of PWD ELE SR 2023-24) | Each | 127.72 | 127.72 | 3.0 | False | None | None | False | None | False | 383.16 | 0 | | 3780989 | 142817 | None | code kkp 96 | Supplying and fixing superior quality modular switch mounting poly carbonate plate with necessary supporting back plate with required nos.of machine screws,bolts nuts etc.,complete on the existing metal /PVC box. 1 to 2 Module (P.No.8, I.No.3.5.1, Vol-6 of PWD ELE SR 2023-24) | Each | 141.11 | 141.11 | 3.0 | False | None | None | False | None | False | 423.33 | 0 | | 3780990 | 142817 | None | code kkp 97 | Supplying and fixing superior quality modular switch mounting poly carbonate plate with necessary supporting back plate with required nos.of machine screws,bolts nuts etc.,complete on the existing metal /PVC box. 3 Module (P.No.8, I.No.3.5.2, Vol-6 of PWD ELE SR 2023-24) | Each | 165.83 | 165.83 | 3.0 | False | None | None | False | None | False | 497.49 | 0 | | 3780991 | 142817 | None | code kkp 98 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve,indicator ON/OFF,energy cross-3 with Short circuit breaking capacity of 10 K and complete wiring as required confirming to IEC 60898.6-32 A SP (P.No.17, I.No.5.18.1, Vol-6 of PWD ELE SR 2023-24) | Each | 427.45 | 427.45 | 2.0 | False | None | None | False | None | False | 854.9 | 0 | | 3780992 | 142817 | None | code kkp 99 | Supplying and fixing regular MCB distribution boards on wall/ oo board /flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase /3phase /single door with powder coated painting Made out of 14SWGMS enclosure. 4 Way SP & N (P.No.18, I.No.5.19.1, Vol-6 of PWD ELE SR 2023-24) | Each | 1278.23 | 1278.23 | 2.0 | False | None | None | False | None | False | 2556.46 | 0 | | 3780993 | 142817 | None | code kkp 100 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc,for operation on 230V, 50 cycles .Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system. 48" Sweep (1200 mm) Regular model (P.No.18, I.No.6.3.1, Vol-6 of PWD ELE SR 2023-24) | Each | 3073.52 | 3073.52 | 6.0 | False | None | None | False | None | False | 18441.12 | 0 | | 3780994 | 142817 | None | code kkp 101 | Supplyingof. feet PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70 lumen maintenance with CRI80.Power Input 220-240V50/60 Hz & Power factor0.9 along with CE approved.2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 2' - 9/10 W (P.No.43, I.No.11.3.1, Vol-6 of PWD ELE SR 2023-24) | Each | 567.53 | 567.53 | 6.0 | False | None | None | False | None | False | 3405.18 | 0 |
| | 1723637564000 | 1 | None | None | Buildings | Package - 4 Ward No.7 Construction of Compound wall in Valmiki Bhaan (TSP) | 3381714.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3780995 | 142818 | None | code kkp 01 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete The work.In all kinds of soils Depth upto 3 m | Cum | 105.06 | 105.06 | 363.385 | False | None | None | False | None | False | 38177.2281 | 0 | | 3780996 | 142818 | None | code kkp 02 | 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 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5833.92 | 5833.92 | 45.15 | False | None | None | False | None | False | 263401.488 | 0 | | 3780997 | 142818 | None | code kkp 03 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6580.67 | 6580.67 | 46.83 | False | None | None | False | None | False | 308172.7761 | 0 | | 3780998 | 142818 | None | code kkp 04 | 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 | 262.65 | 262.65 | 178.3999 | False | None | None | False | None | False | 46856.733735 | 0 | | 3780999 | 142818 | None | code kkp 05 | 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 | 7033.71 | 7033.71 | 23.2544 | False | None | None | False | None | False | 163564.705824 | 0 | | 3781000 | 142818 | None | code kkp 06 | 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 | 8792.13 | 8792.13 | 51.195 | False | None | None | False | None | False | 450113.09535 | 0 | | 3781001 | 142818 | None | code kkp 07 | 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 | 11071.57 | 11071.57 | 7.9588 | False | None | None | False | None | False | 88116.411316 | 0 | | 3781002 | 142818 | None | code kkp 08 | 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) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6596.12 | 6596.12 | 9.4012 | False | None | None | False | None | False | 62011.443344 | 0 | | 3781003 | 142818 | None | code kkp 09 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure /
Superstructure complete as per Drawing and Technical Specifications. | Tonne | 81381.33 | 81381.33 | 6.006 | False | None | None | False | None | False | 488776.26798 | 0 | | 3781004 | 142818 | None | code kkp 10 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5 m. | Cum | 273.98 | 273.98 | 363.385 | False | None | None | False | None | False | 99560.2223 | 0 | | 3781005 | 142818 | None | code kkp 11 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Sqm | 1267.93 | 1267.93 | 315.0 | False | None | None | False | None | False | 399397.95 | 0 | | 3781006 | 142818 | None | code kkp 12 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 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 | 342.99 | 342.99 | 665.6133 | False | None | None | False | None | False | 228298.705767 | 0 | | 3781007 | 142818 | None | code kkp 13 | 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 | 91.67 | 91.67 | 708.223 | False | None | None | False | None | False | 64922.80241 | 0 | | 3781008 | 142818 | None | code kkp 14 | 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. | Kgs | 140.08 | 140.08 | 3770.1 | False | None | None | False | None | False | 528115.608 | 0 | | 3781009 | 142818 | None | code kkp 15 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kgs | 151.41 | 151.41 | 291.6 | False | None | None | False | None | False | 44151.156 | 0 | | 3781010 | 142818 | None | code kkp 16 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 51.5 | 51.5 | 74.7 | False | None | None | False | None | False | 3847.05 | 0 | | 3781011 | 142818 | None | code kkp 17 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 118.45 | 118.45 | 74.7 | False | None | None | False | None | False | 8848.215 | 0 | | 3781012 | 142818 | None | code kkp 18 | Fencing with G.I. barbed wire Angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. | Mtr | 18.54 | 18.54 | 700.0 | False | None | None | False | None | False | 12978.0 | 0 | | 3781013 | 142818 | None | code kkp 19 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. | Kgs | 116.39 | 116.39 | 708.0 | False | None | None | False | None | False | 82404.12 | 0 |
| | 1723637564000 | 1 | None | None | Buildings | Package - 4 Construction of New Anganawadi Building near Government High Schodl Surroundings in Jyothi Colony in Ward No.10 (7.25 Percent) | 844196.65 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3781014 | 142819 | None | code kkp 01 | 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. | Cum | 97.85 | 97.85 | 36.0 | False | None | None | False | None | False | 3522.6 | 0 | | 3781015 | 142819 | None | code kkp 02 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m | Cum | 105.06 | 105.06 | 12.428 | False | None | None | False | None | False | 1305.68568 | 0 | | 3781016 | 142819 | None | code kkp 03 | Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. | Sqm | 121.54 | 121.54 | 30.0 | False | None | None | False | None | False | 3646.2 | 0 | | 3781017 | 142819 | None | code kkp 04 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite / trap / basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)- Mix 1:3:6( M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6168.67 | 6168.67 | 4.4135 | False | None | None | False | None | False | 27225.425045 | 0 | | 3781018 | 142819 | None | code kkp 05 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6580.67 | 6580.67 | 2.574 | False | None | None | False | None | False | 16938.64458 | 0 | | 3781019 | 142819 | None | code kkp 06 | 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 | 262.65 | 262.65 | 5.72 | False | None | None | False | None | False | 1502.358 | 0 | | 3781020 | 142819 | None | code kkp 07 | 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) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6596.12 | 6596.12 | 0.9832 | False | None | None | False | None | False | 6485.305184 | 0 | | 3781021 | 142819 | None | code kkp 08 | 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) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Terrase Floor | Cum | 6662.08 | 6662.08 | 3.364 | False | None | None | False | None | False | 22411.23712 | 0 | | 3781022 | 142819 | None | code kkp 09 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7048.16 | 7048.16 | 1.4 | False | None | None | False | None | False | 9867.424 | 0 | | 3781023 | 142819 | None | code kkp 10 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 11982.09 | 11982.09 | 1.408 | False | None | None | False | None | False | 16870.78272 | 0 | | 3781024 | 142819 | None | code kkp 11 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates First Floor | Cum | 12052.57 | 12052.57 | 0.144 | False | None | None | False | None | False | 1735.57008 | 0 | | 3781025 | 142819 | None | code kkp 12 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10572.43 | 10572.43 | 1.518 | False | None | None | False | None | False | 16048.94874 | 0 | | 3781026 | 142819 | None | code kkp 13 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 11277.26 | 11277.26 | 2.2035 | False | None | None | False | None | False | 24849.44241 | 0 | | 3781027 | 142819 | None | code kkp 14 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10572.43 | 10572.43 | 4.205 | False | None | None | False | None | False | 44457.06815 | 0 | | 3781028 | 142819 | None | code kkp 15 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. | Tonne | 92159.25 | 92159.25 | 0.9191 | False | None | None | False | None | False | 84703.566675 | 0 | | 3781029 | 142819 | None | code kkp 16 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 273.98 | 273.98 | 6.6885 | False | None | None | False | None | False | 1832.51523 | 0 | | 3781030 | 142819 | None | code kkp 17 | 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 | 164.8 | 164.8 | 111.519 | False | None | None | False | None | False | 18378.3312 | 0 | | 3781031 | 142819 | None | code kkp 18 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400 x 200 x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Sqm | 1349.3 | 1349.3 | 57.3 | False | None | None | False | None | False | 77314.89 | 0 | | 3781032 | 142819 | None | code kkp 19 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Sqm | 1267.93 | 1267.93 | 39.87 | False | None | None | False | None | False | 50552.3691 | 0 | | 3781033 | 142819 | None | code kkp 20 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 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 | 342.99 | 342.99 | 98.835 | False | None | None | False | None | False | 33899.41665 | 0 | | 3781034 | 142819 | None | code kkp 21 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 248.23 | 248.23 | 116.2124 | False | None | None | False | None | False | 28847.404052 | 0 | | 3781035 | 142819 | None | code kkp 22 | Providing 12 mm cement plaster 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 | 321.36 | 321.36 | 33.64 | False | None | None | False | None | False | 10810.5504 | 0 | | 3781036 | 142819 | None | code kkp 23 | 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 | 359.47 | 359.47 | 17.0099 | False | None | None | False | None | False | 6114.548753 | 0 | | 3781037 | 142819 | None | code kkp 24 | Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 500x500 mm | Sqm | 1211.28 | 1211.28 | 35.6399 | False | None | None | False | None | False | 43169.898072 | 0 | | 3781038 | 142819 | None | code kkp 25 | 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 | 915.67 | 915.67 | 2.88 | False | None | None | False | None | False | 2637.1296 | 0 | | 3781039 | 142819 | None | code kkp 26 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. | Sqm | 1492.47 | 1492.47 | 20.16 | False | None | None | False | None | False | 30088.1952 | 0 | | 3781040 | 142819 | None | code kkp 27 | PProviding & fixing of 2 track x 2panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) | Sqm | 5173.69 | 5173.69 | 6.8999 | False | None | None | False | None | False | 35697.943631 | 0 | | 3781041 | 142819 | None | code kkp 28 | Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm. Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) | Sqm | 5890.57 | 5890.57 | 1.0799 | False | None | None | False | None | False | 6361.226543 | 0 | | 3781042 | 142819 | None | code kkp 29 | 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 | Kgs | 173.04 | 173.04 | 143.64 | False | None | None | False | None | False | 24855.4656 | 0 | | 3781043 | 142819 | None | code kkp 30 | 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 | 127928.06 | 127928.06 | 0.0348 | False | None | None | False | None | False | 4451.896488 | 0 | | 3781044 | 142819 | None | code kkp 31 | Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. 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 | 7667.32 | 7667.32 | 4.2 | False | None | None | False | None | False | 32202.744 | 0 | | 3781045 | 142819 | None | code kkp 32 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame | Mtr | 662.29 | 662.29 | 11.4 | False | None | None | False | None | False | 7550.106 | 0 | | 3781046 | 142819 | None | code kkp 33 | Providing & Fixing Factory made 100% Carpenter Friendly ready to use Single Solid Plain Wood Polymer Compsite (WPC) flush shutter of 35mm thickness which is anti termite and having high water absorption property. The cost includes cost of materials, transportation, labour and fixing charges. | Sqm | 3744.05 | 3744.05 | 3.15 | False | None | None | False | None | False | 11793.7575 | 0 | | 3781047 | 142819 | None | code kkp 34 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as per specifications and as per directions of Engineer in charge. | Sqm | 54.59 | 54.59 | 248.6875 | False | None | None | False | None | False | 13575.850625 | 0 | | 3781048 | 142819 | None | code kkp 35 | 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 | 91.67 | 91.67 | 98.835 | False | None | None | False | None | False | 9060.20445 | 0 | | 3781049 | 142819 | None | code kkp 36 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. | Sqm | 103.0 | 103.0 | 149.8525 | False | None | None | False | None | False | 15434.8075 | 0 | | 3781050 | 142819 | None | code kkp 37 | Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :One coat 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 | 127.72 | 127.72 | 149.8525 | False | None | None | False | None | False | 19139.1613 | 0 | | 3781051 | 142819 | None | code kkp 38 | Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 54.59 | 54.59 | 10.92 | False | None | None | False | None | False | 596.1228 | 0 | | 3781052 | 142819 | None | code kkp 39 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 51.5 | 51.5 | 7.9799 | False | None | None | False | None | False | 410.96485 | 0 | | 3781053 | 142819 | None | code kkp 40 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 118.45 | 118.45 | 6.4799 | False | None | None | False | None | False | 767.544155 | 0 | | 3781054 | 142819 | None | code kkp 41 | Providing and Fixing on Wall face unplasticised Rigid PVC Rain Water Pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion, (i) Single Socketed pipes 100mm diameter. | Mtr | 299.73 | 299.73 | 3.6 | False | None | None | False | None | False | 1079.028 | 0 | | 3781055 | 142819 | None | code kkp 42 | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. | Sqm | 841.51 | 841.51 | 30.0 | False | None | None | False | None | False | 25245.3 | 0 | | 3781056 | 142819 | None | code kkp 43 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. | Sqm | 2937.56 | 2937.56 | 1.665 | False | None | None | False | None | False | 4891.0374 | 0 | | 3781057 | 142819 | None | code kkp 44 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 1271, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary hole for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid Separately. | Ltr | 9.27 | 9.27 | 500.0 | False | None | None | False | None | False | 4635.0 | 0 | | 3781058 | 142819 | None | code kkp 45 | 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 (Volume-2, P.No.131, I.No.14.1.1 of KPWD S.R 2023-24) | Each | 5030.52 | 5030.52 | 1.0 | False | None | None | False | None | False | 5030.52 | 0 | | 3781059 | 142819 | None | code kkp 46 | Providing and fixing PVC (S.W.R) Gully Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete (P.No.127, I.No.13.58 of KPWD S.R 2023-24) | Each | 356.38 | 356.38 | 1.0 | False | None | None | False | None | False | 356.38 | 0 | | 3781060 | 142819 | None | code kkp 47 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 (Volume-2, P.No.119, I.No.13.12 of KPWD S.R 2023-24) | Each | 654.05 | 654.05 | 1.0 | False | None | None | False | None | False | 654.05 | 0 | | 3781061 | 142819 | None | code kkp 48 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. (Volume-2, P.No.119, I.No.13.15 of KPWD S.R 2022-23) | Each | 746.75 | 746.75 | 1.0 | False | None | None | False | None | False | 746.75 | 0 | | 3781062 | 142819 | None | code kkp 49 | 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 63mm dia., 6 kg/sqcm & class 3 (Volume-5 P.No.113, I.No.10.1.4 of BWSSB KPWD S.R 2023-24) | Rmtr | 165.83 | 165.83 | 8.0 | False | None | None | False | None | False | 1326.64 | 0 | | 3781063 | 142819 | None | code kkp 50 | 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 50mm dia., 6 kg/sqcm & class 5 (Volume-5 P.No.113, I.No.10.1.3 of BWSSB KPWD S.R 2023-24) | Rmtr | 104.03 | 104.03 | 8.0 | False | None | None | False | None | False | 832.24 | 0 | | 3781064 | 142819 | None | code kkp 51 | Providing and fixing chlorinated poly vinyl chloride ( CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with the clamp at 1.00 mtr spacing . This includes joining of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. ( Internal works ) ( Concealed work, including cutting chases and making good the walls etc.) 20mm dia pipe nomina (Volume-2, I.No.13.32.2 Page no-122 of KPWD S.R 2023-24) | Rmtr | 390.37 | 390.37 | 12.0 | False | None | None | False | None | False | 4684.44 | 0 | | 3781065 | 142819 | None | code kkp 52 | Providing and fixing chlorinated poly vinyl chloride ( CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes joining of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge. (External works) (Volume-2, I.No.13.33.2 Page No- of KPWD S.R 2023-24) | Rmtr | 223.51 | 223.51 | 10.0 | False | None | None | False | None | False | 2235.1 | 0 | | 3781066 | 142819 | None | code kkp 53 | Providing to work spot rolling, lowering and placing in position RCC perforated rings in the already excavated pit including loading and unloading at both the destinations with all lead and lift with appurtenances, complete 900 mmx1100 mm (Volume-5, I.No.16.62.1 of KPWD S.R 2023-24) | Each | 6341.71 | 6341.71 | 4.0 | False | None | None | False | None | False | 25366.84 | 0 |
| | 1723639232000 | 3 | None | None | Buildings | Package - 4 Construction of Anganavadi Building, Compound Wall, Upgradation of Office Building & Construction of Rehablitation center for handicapped peoplein Kanakapura CMC Limits Under Amrutha Nagarothana Phase - 4 | 13013999.08 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3781399 | 142842 | None | code kkp 01 | Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/ beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. | Sqm | 8190.56 | 8190.56 | 49.62 | False | None | None | False | None | False | 406415.5872 | 0 | | 3781408 | 142842 | None | code kkp 01 | 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 soil upto 300mm depth. (P.No.8, I.No.1.12, Vol-1 of PWD Common S.R 2023-24) | Cum | 97.85 | 97.85 | 59.4 | False | None | None | False | None | False | 5812.29 | 0 | | 3781509 | 142842 | None | code kkp 01 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete The work.In all kinds of soils Depth upto 3 m | Cum | 105.06 | 105.06 | 363.385 | False | None | None | False | None | False | 38177.2281 | 0 | | 3781528 | 142842 | None | code kkp 01 | 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. | Cum | 97.85 | 97.85 | 36.0 | False | None | None | False | None | False | 3522.6 | 0 | | 3781400 | 142842 | None | code kkp 02 | Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm 2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) | Sqm | 6432.35 | 6432.35 | 3.78 | False | None | None | False | None | False | 24314.283 | 0 | | 3781409 | 142842 | None | code kkp 02 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (P.No.8, I.No.1.14.1, Vol-1 of PWD Common S.R 2023-24) | Cum | 105.06 | 105.06 | 144.3093 | False | None | None | False | None | False | 15161.135058 | 0 | | 3781510 | 142842 | None | code kkp 02 | 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 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5833.92 | 5833.92 | 45.15 | False | None | None | False | None | False | 263401.488 | 0 | | 3781529 | 142842 | None | code kkp 02 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m | Cum | 105.06 | 105.06 | 12.428 | False | None | None | False | None | False | 1305.68568 | 0 | | 3781401 | 142842 | None | code kkp 03 | 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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kgs | 116.39 | 116.39 | 7047.48 | False | None | None | False | None | False | 820256.1972 | 0 | | 3781410 | 142842 | None | code kkp 03 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth (P.No.8, I.No.1.15.1, Vol-1 of PWD Common SR 2023-24) | Cum | 373.89 | 373.89 | 61.8468 | False | None | None | False | None | False | 23123.900052 | 0 | | 3781511 | 142842 | None | code kkp 03 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6580.67 | 6580.67 | 46.83 | False | None | None | False | None | False | 308172.7761 | 0 | | 3781530 | 142842 | None | code kkp 03 | Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. | Sqm | 121.54 | 121.54 | 30.0 | False | None | None | False | None | False | 3646.2 | 0 | | 3781402 | 142842 | None | code kkp 04 | Over deck insulation with Polyurethane Foam (puf) slab Providing and fixing polyurethane foam (PUF) slab 50mm thick average with PU slab density 36+/-2 kg/cum insulation for over deck covered with two layers of 40mm thick cement concrete screed with mix proportion 1:1.5:3 (M20grade) smooth finished with floating coat of neat cement, including necessary polymerized plaster reinforced with glass fibre mesh for PUF slab, epoxy bases bonding adhesive etc., complete | Sqm | 1684.05 | 1684.05 | 84.0 | False | None | None | False | None | False | 141460.2 | 0 | | 3781411 | 142842 | None | code kkp 04 | Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. ( I.No. 1.23, Page no-11 Vol-1 of PWD Common SR 2023-24) | Cum | 2762.46 | 2762.46 | 50.625 | False | None | None | False | None | False | 139849.5375 | 0 | | 3781512 | 142842 | None | code kkp 04 | 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 | 262.65 | 262.65 | 178.3999 | False | None | None | False | None | False | 46856.733735 | 0 | | 3781531 | 142842 | None | code kkp 04 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite / trap / basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)- Mix 1:3:6( M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6168.67 | 6168.67 | 4.4135 | False | None | None | False | None | False | 27225.425045 | 0 | | 3781403 | 142842 | None | code kkp 05 | External wall insulation with Polyurethane Foam (PUF) slab Providing and fixing polyurethane foam (PUF) slab 40mm thick average with PU slab density 36+/-2 kg/cum for external wall insulation including necessary polymerized plaster reinforced with glass fibre mesh, epoxy based bonding adhesive etc., complete. | Sqm | 1505.86 | 1505.86 | 148.38 | False | None | None | False | None | False | 223439.5068 | 0 | | 3781412 | 142842 | None | code kkp 05 | 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 Using 40 mm nominal size graded crushed coarse aggregates (P.No.15, I.No. 2.1.2, Vol-1 of PWD Common SR 2023-24) | Cum | 5833.92 | 5833.92 | 28.9497 | False | None | None | False | None | False | 168890.233824 | 0 | | 3781513 | 142842 | None | code kkp 05 | 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 | 7033.71 | 7033.71 | 23.2544 | False | None | None | False | None | False | 163564.705824 | 0 | | 3781532 | 142842 | None | code kkp 05 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6580.67 | 6580.67 | 2.574 | False | None | None | False | None | False | 16938.64458 | 0 | | 3781404 | 142842 | None | code kkp 06 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) | Sqm | 6936.02 | 6936.02 | 4.5 | False | None | None | False | None | False | 31212.09 | 0 | | 3781413 | 142842 | None | code kkp 06 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (P.No.9, I.No.5.4, Vol-2 of PWD Common SR 2023-24) | Cum | 6580.67 | 6580.67 | 22.509 | False | None | None | False | None | False | 148124.30103 | 0 | | 3781514 | 142842 | None | code kkp 06 | 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 | 8792.13 | 8792.13 | 51.195 | False | None | None | False | None | False | 450113.09535 | 0 | | 3781533 | 142842 | None | code kkp 06 | 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 | 262.65 | 262.65 | 5.72 | False | None | None | False | None | False | 1502.358 | 0 | | 3781405 | 142842 | None | code kkp 07 | Supplying, installing, testing and commissioning of Diesel Generator set with following specifications. Power rating as per standard reference condition as per-BS 5514/ISO 3046/ ISO 8528 & IS 1002/ISO 3046 Generator set specifications. 82.5 kVA/66kW | Set | 785987.0 | 785987.0 | 1.0 | False | None | None | False | None | False | 785987.0 | 0 | | 3781414 | 142842 | None | code kkp 07 | 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. (P.No.44, I.No.8.19.1, Vol-2 of PWD Common SR 2023-24) | Sqm | 262.65 | 262.65 | 19.845 | False | None | None | False | None | False | 5212.28925 | 0 | | 3781515 | 142842 | None | code kkp 07 | 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 | 11071.57 | 11071.57 | 7.9588 | False | None | None | False | None | False | 88116.411316 | 0 | | 3781534 | 142842 | None | code kkp 07 | 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) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6596.12 | 6596.12 | 0.9832 | False | None | None | False | None | False | 6485.305184 | 0 | | 3781406 | 142842 | None | code kkp 08 | Providing and Applying high elastic & resilient Acrylic polymer Waterproofing coating which is single component, cold applied, water based acrylic and UV resistant water proofing treatment to the Existing Roof screed surface applied at 1.5 l/m2 in 3 coats to achieve 1mm DFT, having tensile strength 1.2 N/mm2 confirming to ASTM D 412; Elongation at break 100% and Crack bridging ability up to 2 mm, including surface preparation, priming the surface with 1 coat of Efflorescence resistant penetrating primer dilute with water in the ratio 2:1 spreading at the rate of 0.125 l/m2 in the SSD condition and spreading 45 gsm glass fibre mesh of 2.5 mm x 2.5 mm sandwiched between the first and second coat completely as per specification. The finished cost to include surface
preparation, making coving at Junction, treatment of cracks completely as per specification. | Sqm | 710.7 | 710.7 | 106.465 | False | None | None | False | None | False | 75664.6755 | 0 | | 3781415 | 142842 | None | code kkp 08 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately). Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates. (P.No.15, I.No.2.1.4, Vol-1 of PWD Common SR 2023-24) | Cum | 6403.51 | 6403.51 | 2.5675 | False | None | None | False | None | False | 16441.011925 | 0 | | 3781516 | 142842 | None | code kkp 08 | 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) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6596.12 | 6596.12 | 9.4012 | False | None | None | False | None | False | 62011.443344 | 0 | | 3781535 | 142842 | None | code kkp 08 | 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) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Terrase Floor | Cum | 6662.08 | 6662.08 | 3.364 | False | None | None | False | None | False | 22411.23712 | 0 | | 3781407 | 142842 | None | code kkp 09 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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 | 162.74 | 162.74 | 5408.8824 | False | None | None | False | None | False | 880241.521776 | 0 | | 3781416 | 142842 | None | code kkp 09 | 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 aggregate (P.No.15, I.No.2.2.1., Vol-1 of PWD Common SR 2023-24) | Cum | 6993.65 | 6993.65 | 62.208 | False | None | None | False | None | False | 435060.9792 | 0 | | 3781517 | 142842 | None | code kkp 09 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure /
Superstructure complete as per Drawing and Technical Specifications. | Tonne | 81381.33 | 81381.33 | 6.006 | False | None | None | False | None | False | 488776.26798 | 0 | | 3781536 | 142842 | None | code kkp 09 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7048.16 | 7048.16 | 1.4 | False | None | None | False | None | False | 9867.424 | 0 | | 3781417 | 142842 | None | code kkp 10 | 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 aggregate (P.No.17, I.No.2.4.2 Vol-1 of PWD Common SR 2023-24) | Cum | 9769.03 | 9769.03 | 8.334 | False | None | None | False | None | False | 81415.09602 | 0 | | 3781518 | 142842 | None | code kkp 10 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5 m. | Cum | 273.98 | 273.98 | 363.385 | False | None | None | False | None | False | 99560.2223 | 0 | | 3781537 | 142842 | None | code kkp 10 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 11982.09 | 11982.09 | 1.408 | False | None | None | False | None | False | 16870.78272 | 0 | | 3781418 | 142842 | None | code kkp 11 | 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 (P.No.16, I.No.2.5.1, Vol-1 of PWD Common SR 2023-24) Ground Floor Column | Cum | 11609.13 | 11609.13 | 9.504 | False | None | None | False | None | False | 110333.17152 | 0 | | 3781519 | 142842 | None | code kkp 11 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Sqm | 1267.93 | 1267.93 | 315.0 | False | None | None | False | None | False | 399397.95 | 0 | | 3781538 | 142842 | None | code kkp 11 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates First Floor | Cum | 12052.57 | 12052.57 | 0.144 | False | None | None | False | None | False | 1735.57008 | 0 | | 3781419 | 142842 | None | code kkp 12 | 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 (P.No.16, I.No.2.5.1, Vol-1 of PWD Common SR 2023-24) Ground Floor Lintel & Roof Beam | Cum | 10926.24 | 10926.24 | 15.685 | False | None | None | False | None | False | 171378.0744 | 0 | | 3781520 | 142842 | None | code kkp 12 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 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 | 342.99 | 342.99 | 665.6133 | False | None | None | False | None | False | 228298.705767 | 0 | | 3781539 | 142842 | None | code kkp 12 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10572.43 | 10572.43 | 1.518 | False | None | None | False | None | False | 16048.94874 | 0 | | 3781420 | 142842 | None | code kkp 13 | 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 (P.No.16, I.No.2.5.1, Vol-1 of PWD Common SR 2023-24) Ground Floor Roof Slab | Cum | 10243.35 | 10243.35 | 45.552 | False | None | None | False | None | False | 466605.0792 | 0 | | 3781521 | 142842 | None | code kkp 13 | 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 | 91.67 | 91.67 | 708.223 | False | None | None | False | None | False | 64922.80241 | 0 | | 3781540 | 142842 | None | code kkp 13 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 11277.26 | 11277.26 | 2.2035 | False | None | None | False | None | False | 24849.44241 | 0 | | 3781421 | 142842 | None | code kkp 14 | 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 (P.No.16, I.No.2.5.1, Vol-1 of PWD Common SR 2023-24) Ground Floor Chejja | Cum | 9901.9 | 9901.9 | 1.4883 | False | None | None | False | None | False | 14736.99777 | 0 | | 3781522 | 142842 | None | code kkp 14 | 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. | Kgs | 140.08 | 140.08 | 3770.1 | False | None | None | False | None | False | 528115.608 | 0 | | 3781541 | 142842 | None | code kkp 14 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10572.43 | 10572.43 | 4.205 | False | None | None | False | None | False | 44457.06815 | 0 | | 3781422 | 142842 | None | code kkp 15 | 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 (P.No.16, I.No.2.5.1, Vol-1 of PWD Common SR 2023-24) First Floor Columns | Cum | 11725.22 | 11725.22 | 1.008 | False | None | None | False | None | False | 11819.02176 | 0 | | 3781523 | 142842 | None | code kkp 15 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kgs | 151.41 | 151.41 | 291.6 | False | None | None | False | None | False | 44151.156 | 0 | | 3781542 | 142842 | None | code kkp 15 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. | Tonne | 92159.25 | 92159.25 | 0.9191 | False | None | None | False | None | False | 84703.566675 | 0 | | 3781423 | 142842 | None | code kkp 16 | 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 (P.No.16, I.No.2.5.1, Vol-1 of PWD Common SR 2023-24) First Floor Lintel Beams | Cum | 11035.5 | 11035.5 | 1.716 | False | None | None | False | None | False | 18936.918 | 0 | | 3781524 | 142842 | None | code kkp 16 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 51.5 | 51.5 | 74.7 | False | None | None | False | None | False | 3847.05 | 0 | | 3781543 | 142842 | None | code kkp 16 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 273.98 | 273.98 | 6.6885 | False | None | None | False | None | False | 1832.51523 | 0 | | 3781424 | 142842 | None | code kkp 17 | 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 (P.No.16, I.No.2.5.1, Vol-1 of PWD Common SR 2023-24) First Floor Roof Slab | Cum | 10345.78 | 10345.78 | 3.1005 | False | None | None | False | None | False | 32077.09089 | 0 | | 3781525 | 142842 | None | code kkp 17 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 118.45 | 118.45 | 74.7 | False | None | None | False | None | False | 8848.215 | 0 | | 3781544 | 142842 | None | code kkp 17 | 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 | 164.8 | 164.8 | 111.519 | False | None | None | False | None | False | 18378.3312 | 0 | | 3781425 | 142842 | None | code kkp 18 | 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 (P.No.16, I.No.2.5.1, Vol-1 of PWD Common SR 2023-24) First Floor Chejja | Cum | 10000.92 | 10000.92 | 0.0607 | False | None | None | False | None | False | 607.055844 | 0 | | 3781526 | 142842 | None | code kkp 18 | Fencing with G.I. barbed wire Angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. | Mtr | 18.54 | 18.54 | 700.0 | False | None | None | False | None | False | 12978.0 | 0 | | 3781545 | 142842 | None | code kkp 18 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400 x 200 x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Sqm | 1349.3 | 1349.3 | 57.3 | False | None | None | False | None | False | 77314.89 | 0 | | 3781426 | 142842 | None | code kkp 19 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (P.No.18, I.No.2.11a, Vol-1 of PWD Common S.R 2023-24) Ground Floor | Tonne | 92140.71 | 92140.71 | 15.2503 | False | None | None | False | None | False | 1405173.469713 | 0 | | 3781527 | 142842 | None | code kkp 19 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. | Kgs | 116.39 | 116.39 | 708.0 | False | None | None | False | None | False | 82404.12 | 0 | | 3781546 | 142842 | None | code kkp 19 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Sqm | 1267.93 | 1267.93 | 39.87 | False | None | None | False | None | False | 50552.3691 | 0 | | 3781427 | 142842 | None | code kkp 20 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (P.No.18, I.No.2.11a, Vol-1 of PWD Common S.R 2023-24) First Floor | Tonne | 93062.11 | 93062.11 | 0.7062 | False | None | None | False | None | False | 65720.462082 | 0 | | 3781547 | 142842 | None | code kkp 20 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 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 | 342.99 | 342.99 | 98.835 | False | None | None | False | None | False | 33899.41665 | 0 | | 3781428 | 142842 | None | code kkp 21 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m (P.No.7, I.No.1.9, Vol-1 of PWD Common SR 2023-24) | Cum | 273.98 | 273.98 | 139.5487 | False | None | None | False | None | False | 38233.552826 | 0 | | 3781548 | 142842 | None | code kkp 21 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 248.23 | 248.23 | 116.2124 | False | None | None | False | None | False | 28847.404052 | 0 | | 3781429 | 142842 | None | code kkp 22 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (P.No.17, I.No.3.1, Vol-3 of PWD Common SR 2023-24) | Cum | 87.55 | 87.55 | 126.0074 | False | None | None | False | None | False | 11031.94787 | 0 | | 3781549 | 142842 | None | code kkp 22 | Providing 12 mm cement plaster 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 | 321.36 | 321.36 | 33.64 | False | None | None | False | None | False | 10810.5504 | 0 | | 3781430 | 142842 | None | code kkp 23 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications (P.No.17, I.No.6.32, Vol-2 of PWD Common SR 2023-24) Ground Floor | Sqm | 1349.3 | 1349.3 | 184.8674 | False | None | None | False | None | False | 249441.58282 | 0 | | 3781550 | 142842 | None | code kkp 23 | 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 | 359.47 | 359.47 | 17.0099 | False | None | None | False | None | False | 6114.548753 | 0 | | 3781431 | 142842 | None | code kkp 24 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications (P.No.17, I.No.6.32, Vol-2 of PWD Common SR 2023-24) First Floor | Sqm | 1362.79 | 1362.79 | 74.205 | False | None | None | False | None | False | 101125.83195 | 0 | | 3781551 | 142842 | None | code kkp 24 | Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 500x500 mm | Sqm | 1211.28 | 1211.28 | 35.6399 | False | None | None | False | None | False | 43169.898072 | 0 | | 3781432 | 142842 | None | code kkp 25 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications (P.No.17, I.No.6.34, Vol-2 of PWD Common SR 2023-24) | Sqm | 1137.12 | 1137.12 | 18.75 | False | None | None | False | None | False | 21321.0 | 0 | | 3781552 | 142842 | None | code kkp 25 | 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 | 915.67 | 915.67 | 2.88 | False | None | None | False | None | False | 2637.1296 | 0 | | 3781433 | 142842 | None | code kkp 26 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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. (P.No.42, I.No.8.8, Vol-2 of PWD Common SR 2023-24 Ground Floor | Sqm | 382.13 | 382.13 | 142.1649 | False | None | None | False | None | False | 54325.473237 | 0 | | 3781553 | 142842 | None | code kkp 26 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. | Sqm | 1492.47 | 1492.47 | 20.16 | False | None | None | False | None | False | 30088.1952 | 0 | | 3781434 | 142842 | None | code kkp 27 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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. (P.No.42, I.No.8.8, Vol-2 of PWD Common SR 2023-24 First Floor | Sqm | 389.77 | 389.77 | 118.02 | False | None | None | False | None | False | 46000.6554 | 0 | | 3781554 | 142842 | None | code kkp 27 | PProviding & fixing of 2 track x 2panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) | Sqm | 5173.69 | 5173.69 | 6.8999 | False | None | None | False | None | False | 35697.943631 | 0 | | 3781435 | 142842 | None | code kkp 28 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (P.No.41, I.No.8.1.2, Vol-2 of PWD Common SR 2023-24) Ground Floor | Sqm | 248.23 | 248.23 | 229.825 | False | None | None | False | None | False | 57049.45975 | 0 | | 3781555 | 142842 | None | code kkp 28 | Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm. Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) | Sqm | 5890.57 | 5890.57 | 1.0799 | False | None | None | False | None | False | 6361.226543 | 0 | | 3781436 | 142842 | None | code kkp 29 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (P.No.41, I.No.8.1.2, Vol-2 of PWD Common SR 2023-24) First Floor | Sqm | 250.71 | 250.71 | 38.64 | False | None | None | False | None | False | 9687.4344 | 0 | | 3781556 | 142842 | None | code kkp 29 | 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 | Kgs | 173.04 | 173.04 | 143.64 | False | None | None | False | None | False | 24855.4656 | 0 | | 3781437 | 142842 | None | code kkp 30 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 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. (P.No.41, I.No.8.4.1, Vol-2 of PWD Common SR 2023-24) Ground Floor | Sqm | 332.69 | 332.69 | 194.325 | False | None | None | False | None | False | 64649.98425 | 0 | | 3781557 | 142842 | None | code kkp 30 | 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 | 127928.06 | 127928.06 | 0.0348 | False | None | None | False | None | False | 4451.896488 | 0 | | 3781438 | 142842 | None | code kkp 31 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 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. (P.No.41, I.No.8.4.1, Vol-2 of PWD Common SR 2023-24) First Floor | Sqm | 336.01 | 336.01 | 41.3399 | False | None | None | False | None | False | 13890.619799 | 0 | | 3781558 | 142842 | None | code kkp 31 | Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. 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 | 7667.32 | 7667.32 | 4.2 | False | None | None | False | None | False | 32202.744 | 0 | | 3781439 | 142842 | None | code kkp 32 | 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. (P.No.42, I.No.8.5.2, Vol-2 of PWD Common SR 2023-24) Ground Floor | Sqm | 359.47 | 359.47 | 31.5 | False | None | None | False | None | False | 11323.305 | 0 | | 3781559 | 142842 | None | code kkp 32 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame | Mtr | 662.29 | 662.29 | 11.4 | False | None | None | False | None | False | 7550.106 | 0 | | 3781440 | 142842 | None | code kkp 33 | Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600mm (P.No.62, I.No.9.21.2, Vol-2 of PWD Common SR 2023-24) | Sqm | 1275.14 | 1275.14 | 127.6075 | False | None | None | False | None | False | 162717.42755 | 0 | | 3781560 | 142842 | None | code kkp 33 | Providing & Fixing Factory made 100% Carpenter Friendly ready to use Single Solid Plain Wood Polymer Compsite (WPC) flush shutter of 35mm thickness which is anti termite and having high water absorption property. The cost includes cost of materials, transportation, labour and fixing charges. | Sqm | 3744.05 | 3744.05 | 3.15 | False | None | None | False | None | False | 11793.7575 | 0 | | 3781441 | 142842 | None | code kkp 34 | Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. (P.No.64 I.No.9.30, Vol-2 of PWD Common SR 2023-24) | Sqm | 5487.84 | 5487.84 | 17.185 | False | None | None | False | None | False | 94308.5304 | 0 | | 3781561 | 142842 | None | code kkp 34 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as per specifications and as per directions of Engineer in charge. | Sqm | 54.59 | 54.59 | 248.6875 | False | None | None | False | None | False | 13575.850625 | 0 | | 3781442 | 142842 | None | code kkp 35 | 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 colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick 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 pigment etc., complete. (P.No.60, I.No.9.9, Vol-2 of PWD Common SR 2023-24) | Sqm | 1108.28 | 1108.28 | 14.0 | False | None | None | False | None | False | 15515.92 | 0 | | 3781562 | 142842 | None | code kkp 35 | 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 | 91.67 | 91.67 | 98.835 | False | None | None | False | None | False | 9060.20445 | 0 | | 3781443 | 142842 | None | code kkp 36 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. (P.No.65, I.No.9.39, Vol-2 of PWD Common SR 2023-24) | Sqm | 1492.47 | 1492.47 | 31.5 | False | None | None | False | None | False | 47012.805 | 0 | | 3781563 | 142842 | None | code kkp 36 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. | Sqm | 103.0 | 103.0 | 149.8525 | False | None | None | False | None | False | 15434.8075 | 0 | | 3781444 | 142842 | None | code kkp 37 | Providing Honne 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. (P.No.99, I.No.12.11 Vol-2 of PWD Common SR 2023-24) Ground Floor | Cum | 142216.22 | 142216.22 | 0.1627 | False | None | None | False | None | False | 23138.578994 | 0 | | 3781564 | 142842 | None | code kkp 37 | Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :One coat 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 | 127.72 | 127.72 | 149.8525 | False | None | None | False | None | False | 19139.1613 | 0 | | 3781445 | 142842 | None | code kkp 38 | Providing Honne 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. (P.No.99, I.No.12.11 Vol-2 of PWD Common SR 2023-24) First Floor | Cum | 143638.38 | 143638.38 | 0.0472 | False | None | None | False | None | False | 6779.731536 | 0 | | 3781565 | 142842 | None | code kkp 38 | Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 54.59 | 54.59 | 10.92 | False | None | None | False | None | False | 596.1228 | 0 | | 3781446 | 142842 | None | code kkp 39 | 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, complete as per specifications. (P.No.105, I.No.12.51 Vol-2 of PWD Common SR 2023-24) Ground Floor | Nos | 1046.48 | 1046.48 | 1.0 | False | None | None | False | None | False | 1046.48 | 0 | | 3781566 | 142842 | None | code kkp 39 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 51.5 | 51.5 | 7.9799 | False | None | None | False | None | False | 410.96485 | 0 | | 3781447 | 142842 | None | code kkp 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, complete as per specifications. (P.No.105, I.No.12.51 Vol-2 of PWD Common SR 2023-24) First Floor | Nos | 1056.94 | 1056.94 | 1.0 | False | None | None | False | None | False | 1056.94 | 0 | | 3781567 | 142842 | None | code kkp 40 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 118.45 | 118.45 | 6.4799 | False | None | None | False | None | False | 767.544155 | 0 | | 3781448 | 142842 | None | code kkp 41 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per specification -do- 35 mm thick both side commercial (P.No.106, I.No.12.57.6 Vol-2 of PWD Common SR 2023-24) Ground Floor | Sqm | 3421.66 | 3421.66 | 2.1 | False | None | None | False | None | False | 7185.486 | 0 | | 3781568 | 142842 | None | code kkp 41 | Providing and Fixing on Wall face unplasticised Rigid PVC Rain Water Pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion, (i) Single Socketed pipes 100mm diameter. | Mtr | 299.73 | 299.73 | 3.6 | False | None | None | False | None | False | 1079.028 | 0 | | 3781449 | 142842 | None | code kkp 42 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per specification -do- 35 mm thick both side commercial (P.No.106, I.No.12.57.6 Vol-2 of PWD Common SR 2023-24) First Floor | Sqm | 3062.64 | 3062.64 | 2.1 | False | None | None | False | None | False | 6431.544 | 0 | | 3781569 | 142842 | None | code kkp 42 | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. | Sqm | 841.51 | 841.51 | 30.0 | False | None | None | False | None | False | 25245.3 | 0 | | 3781450 | 142842 | None | code kkp 43 | Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water /moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness (I.No.12.94.1, Page no-112 Vol-2 of PWD Common SR 2023-24) | Mtr | 3589.55 | 3589.55 | 19.2 | False | None | None | False | None | False | 68919.36 | 0 | | 3781570 | 142842 | None | code kkp 43 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. | Sqm | 2937.56 | 2937.56 | 1.665 | False | None | None | False | None | False | 4891.0374 | 0 | | 3781451 | 142842 | None | code kkp 44 | Providing and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. 30 mm thickness (Page no: I.No.12.97.1, Page No-112 Vol-2 of PWD Common SR 2023-24) | Sqm | 3300.12 | 3300.12 | 5.04 | False | None | None | False | None | False | 16632.6048 | 0 | | 3781571 | 142842 | None | code kkp 44 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 1271, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary hole for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid Separately. | Ltr | 9.27 | 9.27 | 500.0 | False | None | None | False | None | False | 4635.0 | 0 | | 3781452 | 142842 | None | code kkp 45 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. (P.No.107, I.No.12.60 Vol-2 of PWD Common SR 2023-24) Ground Floor | Nos | 1083.56 | 1083.56 | 6.0 | False | None | None | False | None | False | 6501.36 | 0 | | 3781572 | 142842 | None | code kkp 45 | 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 (Volume-2, P.No.131, I.No.14.1.1 of KPWD S.R 2023-24) | Each | 5030.52 | 5030.52 | 1.0 | False | None | None | False | None | False | 5030.52 | 0 | | 3781453 | 142842 | None | code kkp 46 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. (P.No.107, I.No.12.60 Vol-2 of PWD Common SR 2023-24) First Floor | Nos | 1105.23 | 1105.23 | 1.0 | False | None | None | False | None | False | 1105.23 | 0 | | 3781573 | 142842 | None | code kkp 46 | Providing and fixing PVC (S.W.R) Gully Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete (P.No.127, I.No.13.58 of KPWD S.R 2023-24) | Each | 356.38 | 356.38 | 1.0 | False | None | None | False | None | False | 356.38 | 0 | | 3781454 | 142842 | None | code kkp 47 | Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete (P.No.105, I.No.12.62 Vol-2 of PWD Common SR 2023-24) Ground Floor | Nos | 244.11 | 244.11 | 12.0 | False | None | None | False | None | False | 2929.32 | 0 | | 3781574 | 142842 | None | code kkp 47 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 (Volume-2, P.No.119, I.No.13.12 of KPWD S.R 2023-24) | Each | 654.05 | 654.05 | 1.0 | False | None | None | False | None | False | 654.05 | 0 | | 3781455 | 142842 | None | code kkp 48 | Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete (P.No.105, I.No.12.62 Vol-2 of PWD Common SR 2023-24) First Floor | Nos | 246.55 | 246.55 | 2.0 | False | None | None | False | None | False | 493.1 | 0 | | 3781575 | 142842 | None | code kkp 48 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. (Volume-2, P.No.119, I.No.13.15 of KPWD S.R 2022-23) | Each | 746.75 | 746.75 | 1.0 | False | None | None | False | None | False | 746.75 | 0 | | 3781456 | 142842 | None | code kkp 49 | Providing & Fixing Fixtures Hold Fast (P.No.A-25, I.No.444, Vol-2 of PWD Common SR 2023-24) Ground Floor | Nos | 51.5 | 51.5 | 36.0 | False | None | None | False | None | False | 1854.0 | 0 | | 3781576 | 142842 | None | code kkp 49 | 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 63mm dia., 6 kg/sqcm & class 3 (Volume-5 P.No.113, I.No.10.1.4 of BWSSB KPWD S.R 2023-24) | Rmtr | 165.83 | 165.83 | 8.0 | False | None | None | False | None | False | 1326.64 | 0 | | 3781457 | 142842 | None | code kkp 50 | Providing & Fixing Fixtures Hold Fast (P.No.A-25, I.No.444, Vol-2 of PWD Common SR 2023-24) First Floor | Nos | 52.01 | 52.01 | 6.0 | False | None | None | False | None | False | 312.06 | 0 | | 3781577 | 142842 | None | code kkp 50 | 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 50mm dia., 6 kg/sqcm & class 5 (Volume-5 P.No.113, I.No.10.1.3 of BWSSB KPWD S.R 2023-24) | Rmtr | 104.03 | 104.03 | 8.0 | False | None | None | False | None | False | 832.24 | 0 | | 3781458 | 142842 | None | code kkp 51 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (P.No.12.72, I.No.107, Vol-2 of PWD Common SR 2023-24) Ground Floor | Nos | 84.46 | 84.46 | 18.0 | False | None | None | False | None | False | 1520.28 | 0 | | 3781578 | 142842 | None | code kkp 51 | Providing and fixing chlorinated poly vinyl chloride ( CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with the clamp at 1.00 mtr spacing . This includes joining of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. ( Internal works ) ( Concealed work, including cutting chases and making good the walls etc.) 20mm dia pipe nomina (Volume-2, I.No.13.32.2 Page no-122 of KPWD S.R 2023-24) | Rmtr | 390.37 | 390.37 | 12.0 | False | None | None | False | None | False | 4684.44 | 0 | | 3781459 | 142842 | None | code kkp 52 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (P.No.12.72, I.No.107, Vol-2 of PWD Common SR 2023-24) First Floor | Nos | 85.3 | 85.3 | 3.0 | False | None | None | False | None | False | 255.9 | 0 | | 3781579 | 142842 | None | code kkp 52 | Providing and fixing chlorinated poly vinyl chloride ( CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes joining of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge. (External works) (Volume-2, I.No.13.33.2 Page No- of KPWD S.R 2023-24) | Rmtr | 223.51 | 223.51 | 10.0 | False | None | None | False | None | False | 2235.1 | 0 | | 3781460 | 142842 | None | code kkp 53 | Providing and fixing ISI marked Stainless Steel butt hinges Stainless Steel screws etc. 100x58x1.9mm (P.No.12.74.2, I.No.107, Vol-2 of PWD Common SR 2023-24) Ground Floor | Nos | 93.73 | 93.73 | 18.0 | False | None | None | False | None | False | 1687.14 | 0 | | 3781580 | 142842 | None | code kkp 53 | Providing to work spot rolling, lowering and placing in position RCC perforated rings in the already excavated pit including loading and unloading at both the destinations with all lead and lift with appurtenances, complete 900 mmx1100 mm (Volume-5, I.No.16.62.1 of KPWD S.R 2023-24) | Each | 6341.71 | 6341.71 | 4.0 | False | None | None | False | None | False | 25366.84 | 0 | | 3781461 | 142842 | None | code kkp 54 | Providing and fixing ISI marked Stainless Steel butt hinges Stainless Steel screws etc. 100x58x1.9mm (P.No.12.74.2, I.No.107, Vol-2 of PWD Common SR 2023-24) First Floor | Nos | 94.66 | 94.66 | 3.0 | False | None | None | False | None | False | 283.98 | 0 | | 3781462 | 142842 | None | code kkp 55 | Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL 9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) (P.No.12.89, I.No.110, Vol-2 of PWD Common SR 2023-24) Ground floor | Sqm | 6747.53 | 6747.53 | 28.875 | False | None | None | False | None | False | 194834.92875 | 0 | | 3781463 | 142842 | None | code kkp 56 | Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) (P.No.12.89, I.No.110, Vol-2 of PWD Common SR 2023-24) First Floor | Sqm | 6815.0 | 6815.0 | 2.0999 | False | None | None | False | None | False | 14310.8185 | 0 | | 3781464 | 142842 | None | code kkp 57 | 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. (P.No.11.34A, I.No.86, Vol-2 of PWD Common SR 2023-24) Ground Floor | Kgs | 173.04 | 173.04 | 606.375 | False | None | None | False | None | False | 104927.13 | 0 | | 3781465 | 142842 | None | code kkp 58 | 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. (P.No.11.34A, I.No.86, Vol-2 of PWD Common SR 2023-24) First Floor | Kgs | 174.77 | 174.77 | 44.0999 | False | None | None | False | None | False | 7707.339523 | 0 | | 3781466 | 142842 | None | code kkp 59 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (P.No.11.6.1, I.No.78 Vol-2 of PWD Common SR 2023-24) | Sqm | 2711.99 | 2711.99 | 6.625 | False | None | None | False | None | False | 17966.93375 | 0 | | 3781467 | 142842 | None | code kkp 60 | 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. (P.No.45, I.No.8.28, Vol-2 of PWD Common SR 2023-24) Ground Floor | Sqm | 91.67 | 91.67 | 142.1649 | False | None | None | False | None | False | 13032.256383 | 0 | | 3781468 | 142842 | None | code kkp 61 | 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. (P.No.45, I.No.8.28, Vol-2 of PWD Common SR 2023-24) First Floor | Sqm | 92.58 | 92.58 | 118.02 | False | None | None | False | None | False | 10926.2916 | 0 | | 3781469 | 142842 | None | code kkp 62 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer incharge. (P.No.50, I.No.8.51, Vol-2 of PWD Common SR 2023-24) Ground Floor | Sqm | 103.0 | 103.0 | 424.15 | False | None | None | False | None | False | 43687.45 | 0 | | 3781470 | 142842 | None | code kkp 63 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer incharge. (P.No.50, I.No.8.51, Vol-2 of PWD Common SR 2023-24) First Floor | Sqm | 104.03 | 104.03 | 79.9799 | False | None | None | False | None | False | 8320.308997 | 0 | | 3781471 | 142842 | None | code kkp 64 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge (P.No.48, I.No.8.39 of PWD Common SR Vol SR 2023-24) Ground Floor | Sqm | 130.81 | 130.81 | 424.15 | False | None | None | False | None | False | 55483.0615 | 0 | | 3781472 | 142842 | None | code kkp 65 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge (P.No.48, I.No.8.39 of PWD Common SR Vol SR 2023-24) First Floor | Sqm | 132.11 | 132.11 | 79.9799 | False | None | None | False | None | False | 10566.144589 | 0 | | 3781473 | 142842 | None | code kkp 66 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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. (P.No.45, I.No.8.27, Vol-2 of PWD Common SR 2023-24) Ground Floor | Sqm | 54.59 | 54.59 | 424.15 | False | None | None | False | None | False | 23154.3485 | 0 | | 3781474 | 142842 | None | code kkp 67 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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. (P.No.45, I.No.8.27, Vol-2 of PWD Common SR 2023-24) First Floor | Sqm | 55.13 | 55.13 | 79.979 | False | None | None | False | None | False | 4409.24227 | 0 | | 3781475 | 142842 | None | code kkp 68 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (P.No.46, I.No.8.33.2, Vol-2 of PWD Common SR 2023-24) Ground Floor | Sqm | 142.14 | 142.14 | 5.5 | False | None | None | False | None | False | 781.77 | 0 | | 3781476 | 142842 | None | code kkp 69 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (P.No.46, I.No.8.33.2, Vol-2 of PWD Common SR 2023-24) First Floor | Sqm | 143.56 | 143.56 | 5.5 | False | None | None | False | None | False | 789.58 | 0 | | 3781477 | 142842 | None | code kkp 70 | Providing and fixing on wall face unplasticised Rigid PVC Rain water pipes confirming to IS: 13592 Type A, including jointing with seal ring conforming to IS: 5382, Leaving 10mm gap for thermal expansion (i) Single socketed pipes 100mm diameter. (Page no-125 I.No.13.48, Vol-2 of PWD Common SR 2023-24) | Rmtr | 302.72 | 302.72 | 73.0 | False | None | None | False | None | False | 22098.56 | 0 | | 3781478 | 142842 | None | code kkp 71 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. (P.No. 23, I.No.7.18, Vol-2 of PWD Common SR 2023-24) | Cum | 2098.28 | 2098.28 | 2.1 | False | None | None | False | None | False | 4406.388 | 0 | | 3781479 | 142842 | None | code kkp 72 | Providing and Applying PU based Elastomeric Liquid Applied PU Waterproofing Membrane single component, cold applied, water based acrylic PU dispersion with highly elastic and UV resistant water proofing treatment to the Existing Roof surface /Chajjas /Sunken portion of C:Bathroom applied @ 1.2L/per m2,having tensile strength greater than 1.5N/mm2, elongation greater than 300% with solid content not less than 60% in 2 coats including surface preparation, priming the surface with water based acrylic primer @0.1 L/m2, and spreading 60 gsm geotextile between two top coats completely as per specification. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. (P.No. 149, I.No.15.2, Vol-2 of PWD Common SR 2023-24) Ground Floor | Sqm | 759.11 | 759.11 | 131.65 | False | None | None | False | None | False | 99936.8315 | 0 | | 3781480 | 142842 | None | code kkp 73 | Providing and supplying crystalline integral concrete waterproofing admixture that waterproofs concrete by forming crystals deep in the pores, capillaries and microcracks of the concrete, self-seal waterproofing compound to bridge shrinkage cracks upto 0.5mm in width & resist hydro-static pressure upto 16bar for both positive & negative pressure confirming to DIN 1048 part 5 for 56 percnt reduction in depth of penetration against control, resistance to chloride penetration confirming to ASTM C 1202 with 64% improvement against control & protecting steel re-inforcement against corrosion mixed at 1percent by weight of cementitious content in concrete. ie., integral crystaline waterproofing admix at 0.5 kg bag of cement. (For calculation purpose 320 kg of Cement for M-20 grade of Concrete is considered in the analysis) (P.No. 150, I.No.15.7, Vol-2 of PWD Common SR 2023-24) | Sqm | 18.45 | 18.45 | 117.65 | False | None | None | False | None | False | 2170.6425 | 0 | | 3781481 | 142842 | None | code kkp 74 | Providing and placing on terrace (at all floor levels), polyethylene water storage tanks, IS:127001 marked, with cover and suitable locking arrangements, making necessary holes for inlet, outlet and over flow pipes but without fittings and the base support for tank. (Page no-123 I.No.13.34, Vol-2 of PWD Common SR 2023-24) | Ltr | 9.36 | 9.36 | 2000.0 | False | None | None | False | None | False | 18720.0 | 0 | | 3781482 | 142842 | None | code kkp 75 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (P.No.85, I.No.11.28, Vol-2 of PWD Common SR 2023-24) | Kgs | 581.95 | 581.95 | 216.0 | False | None | None | False | None | False | 125701.2 | 0 | | 3781483 | 142842 | None | code kkp 76 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes of 150mm dia conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.(P.No.125, I.No.13.49, Vol-2 of PWD Common SR 2023-24) | Mtr | 585.04 | 585.04 | 18.0 | False | None | None | False | None | False | 10530.72 | 0 | | 3781484 | 142842 | None | code kkp 77 | Making soak pit 2.5 m diameter 3.0 m deep with 45 x 45 cm dry brick honey comb shaft with bricks and PVC S.W.R drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay (non modular) bricks of class designation 3.5 (P.No.127, I.No.13.56, Vol-2 of PWD Common SR 2023-24) | Each | 23714.72 | 23714.72 | 1.0 | False | None | None | False | None | False | 23714.72 | 0 | | 3781485 | 142842 | None | code kkp 78 | Providing and fixing PVC (S.W.R) Gully Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete (P.No.127, I.No.13.58, Vol-2 of PWD Common SR 2023-24) | Each | 356.38 | 356.38 | 2.0 | False | None | None | False | None | False | 712.76 | 0 | | 3781486 | 142842 | None | code kkp 79 | Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 20 mm nominal dia Pipes (P.No.125, I.No.13.50.2, Vol-2 of PWD Common SR 2023-24) | Rmtr | 177.16 | 177.16 | 20.0 | False | None | None | False | None | False | 3543.2 | 0 | | 3781487 | 142842 | None | code kkp 80 | Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 25 mm nominal dia Pipes (P.No.125, I.No.13.50.3, Vol-2 of PWD Common SR 2023-24) | Rmtr | 230.72 | 230.72 | 35.0 | False | None | None | False | None | False | 8075.2 | 0 | | 3781488 | 142842 | None | code kkp 81 | Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 165 mm long, weighing not less than 110 g (P.No.120, I.No.13.17.3, Vol-2 of PWD Common SR 2023-24) | Each | 229.69 | 229.69 | 4.0 | False | None | None | False | None | False | 918.76 | 0 | | 3781489 | 142842 | None | code kkp 82 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern (P.No.131, I.No.14.4.1, Vol-2 of PWD Common SR 2023-24) | Each | 4587.62 | 4587.62 | 2.0 | False | None | None | False | None | False | 9175.24 | 0 | | 3781490 | 142842 | None | code kkp 83 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required W.C. pan with ISI marked black solid plastic seat and lid (P.No.131, I.No.14.3.2, Vol-2 of PWD Common SR 2023-24) | Each | 5979.15 | 5979.15 | 2.0 | False | None | None | False | None | False | 11958.3 | 0 | | 3781491 | 142842 | None | code kkp 84 | White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers(P.No.133, I.No.14.7.8, Vol-2 of PWD Common SR 2023-24) | Each | 4236.39 | 4236.39 | 2.0 | False | None | None | False | None | False | 8472.78 | 0 | | 3781492 | 142842 | None | code kkp 85 | Supplying heavy gauge PVC conduit pipe.......dia.......mm thick confirming to IS2509 with suitable size bends, junction boxes, adhesive pasteetc, and fixing using inverted wood plugs incaseof RCC ceiling and RCC wall stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. 19/20 mm dia 2 mm thick (P.No.2, I.No.1.1.1, Vol-6 of PWD ELE SR 2023-24) | Rmtr | 71.07 | 71.07 | 35.0 | False | None | None | False | None | False | 2487.45 | 0 | | 3781493 | 142842 | None | code kkp 86 | Supplying heavy gauge PVC conduit pipe.......dia.......mm thick confirming to IS2509 with suitable size bends, junction boxes, adhesive pasteetc, and fixing using inverted wood plugs incaseof RCC ceiling and RCC wall stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. 32 mm dia 2.5 mm thick (P.No.2, I.No.1.1.3, Vol-6 of PWD ELE SR 2023-24) | Rmtr | 109.18 | 109.18 | 35.0 | False | None | None | False | None | False | 3821.3 | 0 | | 3781494 | 142842 | None | code kkp 87 | Supplying heavy gauge PVC conduit pipe......mmdia..........mm thick confirming to IS2509 with suitable size bends,metal /PVC Junction boxes, adhesive paste etc.,and running before concreting the slab.The conduits hould be tied to the reinforcement rods by using binding wires and unused way of junction boxes and pipe ends should be covered using PVC end enclosures,run with 18SWGGI fish wire wherever necessary 19/20 mm dia 2 mm thick (P.No.2, I.No.1.2.1, Vol-6 of PWD ELE SR 2023-24) | Rmtr | 67.98 | 67.98 | 35.0 | False | None | None | False | None | False | 2379.3 | 0 | | 3781495 | 142842 | None | code kkp 88 | Supplying heavy gauge PVC conduit pipe......mmdia..........mm thick confirming to IS2509 with suitable size bends,metal /PVC Junction boxes, adhesive paste etc.,and running before concreting the slab.The conduits hould be tied to the reinforcement rods by using binding wires and unused way of junction boxes and pipe ends should be covered using PVC end enclosures,run with 18SWGGI fish wire wherever necessary 32 mm dia 2.5 mm thick (P.No.2, I.No.1.2.3, Vol-6 of PWD ELE SR 2023-24) | Rmtr | 106.09 | 106.09 | 35.0 | False | None | None | False | None | False | 3713.15 | 0 | | 3781496 | 142842 | None | code kkp 89 | Supplying and flush mounting teak wooden box with out front plank, made of not less than12mmthick wood,after due groove cutting, finishing with necessary cement plastering complete. 12" x 12" x 3" (300 x 300 x 76 mm) (P.No.2, I.No.1.6.1, Vol-6 of PWD ELE SR 2023-24) | Each | 123.6 | 123.6 | 6.0 | False | None | None | False | None | False | 741.6 | 0 | | 3781497 | 142842 | None | code kkp 90 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) &1x1.0sqmm (Earthwire)FRL Smulti strand PVC insulated copper wire (confirming to IS-694:and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet /gang box,the other end of the wires shall be terminated with sufficient looseleng thina wood/ PVC round block.complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch (P.No.5, I.No.2.1.1, Vol-6 of PWD ELE SR 2023-24) | Point | 293.55 | 293.55 | 40.0 | False | None | None | False | None | False | 11742.0 | 0 | | 3781498 | 142842 | None | code kkp 91 | Wiring for lighting /power circuit using one of FRLS PVC insulated1100V grade,multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 1mm2 (P.No.5, I.No.2.3.1, Vol-6 of PWD ELE SR 2023-24) | Mtr | 19.57 | 19.57 | 35.0 | False | None | None | False | None | False | 684.95 | 0 | | 3781499 | 142842 | None | code kkp 92 | Wiring for lighting /power circuit using one of FRLS PVC insulated1100V grade,multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 1.5 mm2 (P.No.5, I.No.2.3.2, Vol-6 of PWD ELE SR 2023-24) | Mtr | 26.78 | 26.78 | 45.0 | False | None | None | False | None | False | 1205.1 | 0 | | 3781500 | 142842 | None | code kkp 93 | Wiring for lighting /power circuit using one of FRLS PVC insulated1100V grade,multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 2.5 mm2 (P.No.5, I.No.2.3.3, Vol-6 of PWD ELE SR 2023-24) | Mtr | 43.26 | 43.26 | 50.0 | False | None | None | False | None | False | 2163.0 | 0 | | 3781501 | 142842 | None | code kkp 94 | Supplying and fixing surface /flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick /C.Cwall, including necessary rawl plugs,Machine /NF screws etc., complete. 1-2 Way (P.No.8, I.No.3.3.1, Vol-6 of PWD ELE SR 2023-24) | Each | 106.09 | 106.09 | 3.0 | False | None | None | False | None | False | 318.27 | 0 | | 3781502 | 142842 | None | code kkp 95 | Supplying and fixing surface /flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick /C.Cwall, including necessary rawl plugs,Machine /NF screws etc., complete. 3 Way (P.No.8, I.No.3.3.2, Vol-6 of PWD ELE SR 2023-24) | Each | 127.72 | 127.72 | 3.0 | False | None | None | False | None | False | 383.16 | 0 | | 3781503 | 142842 | None | code kkp 96 | Supplying and fixing superior quality modular switch mounting poly carbonate plate with necessary supporting back plate with required nos.of machine screws,bolts nuts etc.,complete on the existing metal /PVC box. 1 to 2 Module (P.No.8, I.No.3.5.1, Vol-6 of PWD ELE SR 2023-24) | Each | 141.11 | 141.11 | 3.0 | False | None | None | False | None | False | 423.33 | 0 | | 3781504 | 142842 | None | code kkp 97 | Supplying and fixing superior quality modular switch mounting poly carbonate plate with necessary supporting back plate with required nos.of machine screws,bolts nuts etc.,complete on the existing metal /PVC box. 3 Module (P.No.8, I.No.3.5.2, Vol-6 of PWD ELE SR 2023-24) | Each | 165.83 | 165.83 | 3.0 | False | None | None | False | None | False | 497.49 | 0 | | 3781505 | 142842 | None | code kkp 98 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve,indicator ON/OFF,energy cross-3 with Short circuit breaking capacity of 10 K and complete wiring as required confirming to IEC 60898.6-32 A SP (P.No.17, I.No.5.18.1, Vol-6 of PWD ELE SR 2023-24) | Each | 427.45 | 427.45 | 2.0 | False | None | None | False | None | False | 854.9 | 0 | | 3781506 | 142842 | None | code kkp 99 | Supplying and fixing regular MCB distribution boards on wall/ oo board /flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase /3phase /single door with powder coated painting Made out of 14SWGMS enclosure. 4 Way SP & N (P.No.18, I.No.5.19.1, Vol-6 of PWD ELE SR 2023-24) | Each | 1278.23 | 1278.23 | 2.0 | False | None | None | False | None | False | 2556.46 | 0 | | 3781507 | 142842 | None | code kkp 100 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc,for operation on 230V, 50 cycles .Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system. 48" Sweep (1200 mm) Regular model (P.No.18, I.No.6.3.1, Vol-6 of PWD ELE SR 2023-24) | Each | 3073.52 | 3073.52 | 6.0 | False | None | None | False | None | False | 18441.12 | 0 | | 3781508 | 142842 | None | code kkp 101 | Supplyingof. feet PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70 lumen maintenance with CRI80.Power Input 220-240V50/60 Hz & Power factor0.9 along with CE approved.2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 2' - 9/10 W (P.No.43, I.No.11.3.1, Vol-6 of PWD ELE SR 2023-24) | Each | 567.53 | 567.53 | 6.0 | False | None | None | False | None | False | 3405.18 | 0 |
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