| 1706858694000 | 0 | None | None | Buildings | Construction of Anganwadi buildings in Gangooru 2 village in Gangooru GP and Koratikere in Koratikere GP of Arkalgudu Taluk in Hassan district | 1495186.02 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2399298 | 71505 | None | code01 | Gangooru 2: Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. (CSR. Vol-1, P.6/I.1.5.1) | Cum | 299.0 | 299.0 | 31.04 | False | None | None | False | None | False | 9280.96 | 0 | | 2399299 | 71505 | None | code02 | 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 (CSR. Vol-1, P.15/I.2.1.3) | Cum | 5989.0 | 5989.0 | 6.32 | False | None | None | False | None | False | 37850.48 | 0 | | 2399300 | 71505 | None | code03 | 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 allmaterials,quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR. Vol-1, P.15/I.2.2.1) | Cum | 6789.96 | 6789.96 | 1.51 | False | None | None | False | None | False | 10252.8396 | 0 | | 2399301 | 71505 | None | code04 | Providing Random rubble masonry with hard stone in foundation
and plinth including levelling up with cement concrete 1:6:12 (1 cement
: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto
plinth level with Cement mortar 1:6 (CSR. Vol-2, P.09/I.5.1.1) | Cum | 5611.0 | 5611.0 | 4.83 | False | None | None | False | None | False | 27101.13 | 0 | | 2399302 | 71505 | None | code05 | Providing Coursed rubble masonry (second sort) with hard stone in
foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (CSR. Vol-2, P.09/I.5.3) | Cum | 6205.0 | 6205.0 | 10.09 | False | None | None | False | None | False | 62608.45 | 0 | | 2399303 | 71505 | None | code06 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (CSR. Vol-2, P.9/I.5.4). For Plinth | Cum | 6389.0 | 6389.0 | 5.9 | False | None | None | False | None | False | 37695.1 | 0 | | 2399304 | 71505 | None | code07 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, 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 (CSR. Vol-1, P.16/I.2.3.1) | Cum | 9484.5 | 9484.5 | 1.97 | False | None | None | False | None | False | 18684.465 | 0 | | 2399305 | 71505 | None | code08 | 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.. (CSR. Vol-1, P.7/I.1.9) | Cum | 266.0 | 266.0 | 16.86 | False | None | None | False | None | False | 4484.76 | 0 | | 2399306 | 71505 | None | code09 | 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. (CSR. Vol-2, P.17/I.6.32) | Sqm | 1310.0 | 1310.0 | 43.1 | False | None | None | False | None | False | 56461.0 | 0 | | 2399307 | 71505 | None | code10 | Providing and constructing non load bearing wall with solid concrete blocks of size 400x100x200mm having a block density not less than 1800kg/m3 having a minimum average compressive strength of 4.00 N/mm2 confirming to IS 2185 (Part 1):2005 and constructed with CM 1:4, as per IS 2572:2005 including cost of all materials, labour charges, scaffolding, curing, hire charges of machineries etc., complete as per specifications. (CSR. Vol-2, P.17/I.6.34) | Sqm | 1104.0 | 1104.0 | 11.19 | False | None | None | False | None | False | 12353.76 | 0 | | 2399308 | 71505 | None | code11 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (CSR. Vol-1, P.18/I.2.11(a)) | Tonne | 89457.0 | 89457.0 | 0.941 | False | None | None | False | None | False | 84179.037 | 0 | | 2399309 | 71505 | None | code12 | 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(CSR. Vol-1, P.17/I.2.5.1) column | Cum | 11271.0 | 11271.0 | 2.26 | False | None | None | False | None | False | 25472.46 | 0 | | 2399310 | 71505 | None | code13 | 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(CSR. Vol-1, P.17/I.2.5.1) lintel and beam | Cum | 10608.0 | 10608.0 | 3.335 | False | None | None | False | None | False | 35377.68 | 0 | | 2399311 | 71505 | None | code14 | 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(CSR. Vol-1, P.17/I.2.5.1) roof slab | Cum | 9945.0 | 9945.0 | 5.45 | False | None | None | False | None | False | 54200.25 | 0 | | 2399312 | 71505 | None | code15 | 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(CSR. Vol-1, P.17/I.2.5.1). For Chajja | Cum | 9613.5 | 9613.5 | 0.69 | False | None | None | False | None | False | 6633.315 | 0 | | 2399313 | 71505 | None | code16 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (CSR. Vol-2, P.75/I.11.5.1) | Sqm | 4478.0 | 4478.0 | 18.9 | False | None | None | False | None | False | 84634.2 | 0 | | 2399314 | 71505 | None | code17 | Providing 12 mm 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.(CSR. Vol-2, P.41/I.8.1.1) Ceiling Plastering | Sqm | 241.0 | 241.0 | 25.96 | False | None | None | False | None | False | 6256.36 | 0 | | 2399315 | 71505 | None | code18 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(CSR. Vol-2, P.41/I.8.2.2). Outside Plastering | Sqm | 279.0 | 279.0 | 74.04 | False | None | None | False | None | False | 20657.16 | 0 | | 2399316 | 71505 | None | code19 | Providing 20 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-incharge.(CSR. Vol-2, P.41/I.8.3.2). Inside Plastering | Sqm | 333.0 | 333.0 | 99.02 | False | None | None | False | None | False | 32973.66 | 0 | | 2399317 | 71505 | None | code20 | Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications.(CSR. Vol-2, P.65/I.9.34) | Sqm | 1545.0 | 1545.0 | 5.76 | False | None | None | False | None | False | 8899.2 | 0 | | 2399318 | 71505 | None | code21 | Providing and fixing kitchen sink with C.I. brackets, C.P. brass
chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required (White glazed fire clay kitchen sink of size 600x450x 250 mm) (CSR. Vol-2, P.125/I.14.9.1) | Each | 2981.0 | 2981.0 | 1.0 | False | None | None | False | None | False | 2981.0 | 0 | | 2399319 | 71505 | None | code22 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap (CSR. Vol-2, P.124/I.14.7.2) | Each | 2561.0 | 2561.0 | 2.0 | False | None | None | False | None | False | 5122.0 | 0 | | 2399320 | 71505 | None | code23 | Providing and fixing white vitreous china water closet squatting pan (Indian type)Long pattern W.C. pan of size 580 mm (CSR. Vol-2, P.126/I.14.13.1) | Each | 1428.0 | 1428.0 | 1.0 | False | None | None | False | None | False | 1428.0 | 0 | | 2399321 | 71505 | None | code24 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR. Vol-2, P.45/I.8.25) | Sqm | 137.0 | 137.0 | 124.98 | False | None | None | False | None | False | 17122.26 | 0 | | 2399322 | 71505 | None | code25 | 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..(CSR. Vol-2, P.45/I.8.28) | Sqm | 89.0 | 89.0 | 74.04 | False | None | None | False | None | False | 6589.56 | 0 | | 2399323 | 71505 | None | code26 | 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 600x600 mm (CSR. Vol-2, P.62/I.9.21.2) | Sqm | 1238.0 | 1238.0 | 25.96 | False | None | None | False | None | False | 32138.48 | 0 | | 2399324 | 71505 | None | code27 | 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. Specification No.KBS 14.16, 14.17 Colour glazed tiles 30x45 cms 6mm thick with border of size 30 x 10 cms. (CSR. Vol-2, P.65/I.9.39) | Sqm | 1449.0 | 1449.0 | 14.57 | False | None | None | False | None | False | 21111.93 | 0 | | 2399325 | 71505 | None | code28 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR. Vol-2, P.48/I.8.41) | Sqm | 167.0 | 167.0 | 42.53 | False | None | None | False | None | False | 7102.51 | 0 | | 2399326 | 71505 | None | code29 | KSRB 13-11 : Providing and placing on terrace, polyethylene water storage tanks as per IS 12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM and testing complete as per specifications. (For 1000 litre capacity) corendum-2 (CSR- 2022, V-2, P.123 13.34) | Ltr | 9.0 | 9.0 | 1000.0 | False | None | None | False | None | False | 9000.0 | 0 | | 2399327 | 71505 | None | code30 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 63mm dia., 6 kg/sqcm & class 3 (CSR RWS. Vol-5, P.120/I.10.14.1)) | Mtr | 161.0 | 161.0 | 20.0 | False | None | None | False | None | False | 3220.0 | 0 | | 2399328 | 71505 | None | code31 | Providing and fixing chorinated poly vinyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (internal work exposed on wall) . corendum-2 CSR- 2022, V-2, P.122 13.31.2, (20mm nominal OD Pipe) | Mtr | 318.0 | 318.0 | 12.0 | False | None | None | False | None | False | 3816.0 | 0 | | 2399329 | 71505 | None | code32 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 CSR- 2022, V-2, P.119 13.12 | Each | 635.0 | 635.0 | 3.0 | False | None | None | False | None | False | 1905.0 | 0 | | 2399330 | 71505 | None | code33 | Koratikere Kaval: Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. (CSR. Vol-1, P.6/I.1.5.1) | Cum | 299.0 | 299.0 | 31.04 | False | None | None | False | None | False | 9280.96 | 0 | | 2399331 | 71505 | None | code34 | 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 (CSR. Vol-1, P.15/I.2.1.3) | Cum | 5989.0 | 5989.0 | 6.32 | False | None | None | False | None | False | 37850.48 | 0 | | 2399332 | 71505 | None | code35 | 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 allmaterials,quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR. Vol-1, P.15/I.2.2.1) | Cum | 6789.96 | 6789.96 | 1.51 | False | None | None | False | None | False | 10252.8396 | 0 | | 2399333 | 71505 | None | code36 | Providing Random rubble masonry with hard stone in foundation
and plinth including levelling up with cement concrete 1:6:12 (1 cement
: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto
plinth level with Cement mortar 1:6 (CSR. Vol-2, P.09/I.5.1.1) | Cum | 5611.0 | 5611.0 | 4.83 | False | None | None | False | None | False | 27101.13 | 0 | | 2399334 | 71505 | None | code37 | Providing Coursed rubble masonry (second sort) with hard stone in
foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (CSR. Vol-2, P.09/I.5.3) | Cum | 6205.0 | 6205.0 | 10.09 | False | None | None | False | None | False | 62608.45 | 0 | | 2399335 | 71505 | None | code38 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (CSR. Vol-2, P.9/I.5.4). For Plinth | Cum | 6389.0 | 6389.0 | 5.9 | False | None | None | False | None | False | 37695.1 | 0 | | 2399336 | 71505 | None | code39 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, 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 (CSR. Vol-1, P.16/I.2.3.1) | Cum | 9484.5 | 9484.5 | 1.97 | False | None | None | False | None | False | 18684.465 | 0 | | 2399337 | 71505 | None | code40 | 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.. (CSR. Vol-1, P.7/I.1.9) | Cum | 266.0 | 266.0 | 16.86 | False | None | None | False | None | False | 4484.76 | 0 | | 2399338 | 71505 | None | code41 | 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. (CSR. Vol-2, P.17/I.6.32) | Sqm | 1310.0 | 1310.0 | 43.1 | False | None | None | False | None | False | 56461.0 | 0 | | 2399339 | 71505 | None | code42 | Providing and constructing non load bearing wall with solid concrete blocks of size 400x100x200mm having a block density not less than 1800kg/m3 having a minimum average compressive strength of 4.00 N/mm2 confirming to IS 2185 (Part 1):2005 and constructed with CM 1:4, as per IS 2572:2005 including cost of all materials, labour charges, scaffolding, curing, hire charges of machineries etc., complete as per specifications. (CSR. Vol-2, P.17/I.6.34) | Sqm | 1104.0 | 1104.0 | 11.19 | False | None | None | False | None | False | 12353.76 | 0 | | 2399340 | 71505 | None | code43 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (CSR. Vol-1, P.18/I.2.11(a)) | Tonne | 89457.0 | 89457.0 | 0.941 | False | None | None | False | None | False | 84179.037 | 0 | | 2399341 | 71505 | None | code44 | 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(CSR. Vol-1, P.17/I.2.5.1) column | Cum | 11271.0 | 11271.0 | 2.26 | False | None | None | False | None | False | 25472.46 | 0 | | 2399342 | 71505 | None | code45 | 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(CSR. Vol-1, P.17/I.2.5.1) lintel and beam | Cum | 10608.0 | 10608.0 | 3.335 | False | None | None | False | None | False | 35377.68 | 0 | | 2399343 | 71505 | None | code46 | 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(CSR. Vol-1, P.17/I.2.5.1) roof slab | Cum | 9945.0 | 9945.0 | 5.45 | False | None | None | False | None | False | 54200.25 | 0 | | 2399344 | 71505 | None | code47 | 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(CSR. Vol-1, P.17/I.2.5.1). For Chajja | Cum | 9613.5 | 9613.5 | 0.69 | False | None | None | False | None | False | 6633.315 | 0 | | 2399345 | 71505 | None | code48 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (CSR. Vol-2, P.75/I.11.5.1) | Sqm | 4478.0 | 4478.0 | 18.9 | False | None | None | False | None | False | 84634.2 | 0 | | 2399346 | 71505 | None | code49 | Providing 12 mm 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.(CSR. Vol-2, P.41/I.8.1.1) Ceiling Plastering | Sqm | 241.0 | 241.0 | 25.96 | False | None | None | False | None | False | 6256.36 | 0 | | 2399347 | 71505 | None | code50 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(CSR. Vol-2, P.41/I.8.2.2). Outside Plastering | Sqm | 279.0 | 279.0 | 74.04 | False | None | None | False | None | False | 20657.16 | 0 | | 2399348 | 71505 | None | code51 | Providing 20 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-incharge.(CSR. Vol-2, P.41/I.8.3.2). Inside Plastering | Sqm | 333.0 | 333.0 | 99.02 | False | None | None | False | None | False | 32973.66 | 0 | | 2399349 | 71505 | None | code52 | Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications.(CSR. Vol-2, P.65/I.9.34) | Sqm | 1545.0 | 1545.0 | 5.76 | False | None | None | False | None | False | 8899.2 | 0 | | 2399350 | 71505 | None | code53 | Providing and fixing kitchen sink with C.I. brackets, C.P. brass
chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required (White glazed fire clay kitchen sink of size 600x450x 250 mm) (CSR. Vol-2, P.125/I.14.9.1) | Each | 2981.0 | 2981.0 | 1.0 | False | None | None | False | None | False | 2981.0 | 0 | | 2399351 | 71505 | None | code54 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap (CSR. Vol-2, P.124/I.14.7.2) | Each | 2561.0 | 2561.0 | 2.0 | False | None | None | False | None | False | 5122.0 | 0 | | 2399352 | 71505 | None | code55 | Providing and fixing white vitreous china water closet squatting pan (Indian type)Long pattern W.C. pan of size 580 mm (CSR. Vol-2, P.126/I.14.13.1) | Each | 1428.0 | 1428.0 | 1.0 | False | None | None | False | None | False | 1428.0 | 0 | | 2399353 | 71505 | None | code56 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR. Vol-2, P.45/I.8.25) | Sqm | 137.0 | 137.0 | 124.98 | False | None | None | False | None | False | 17122.26 | 0 | | 2399354 | 71505 | None | code57 | 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..(CSR. Vol-2, P.45/I.8.28) | Sqm | 89.0 | 89.0 | 74.04 | False | None | None | False | None | False | 6589.56 | 0 | | 2399355 | 71505 | None | code58 | 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 600x600 mm (CSR. Vol-2, P.62/I.9.21.2) | Sqm | 1238.0 | 1238.0 | 25.96 | False | None | None | False | None | False | 32138.48 | 0 | | 2399356 | 71505 | None | code59 | 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. Specification No.KBS 14.16, 14.17 Colour glazed tiles 30x45 cms 6mm thick with border of size 30 x 10 cms. (CSR. Vol-2, P.65/I.9.39) | Sqm | 1449.0 | 1449.0 | 14.57 | False | None | None | False | None | False | 21111.93 | 0 | | 2399357 | 71505 | None | code60 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR. Vol-2, P.48/I.8.41) | Sqm | 167.0 | 167.0 | 42.53 | False | None | None | False | None | False | 7102.51 | 0 | | 2399358 | 71505 | None | code61 | KSRB 13-11 : Providing and placing on terrace, polyethylene water storage tanks as per IS 12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM and testing complete as per specifications. (For 1000 litre capacity) corendum-2 (CSR- 2022, V-2, P.123 13.34) | Ltr | 9.0 | 9.0 | 1000.0 | False | None | None | False | None | False | 9000.0 | 0 | | 2399359 | 71505 | None | code62 | 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 (CSR RWS. Vol-5, P.120/I.10.14.1)) | Mtr | 161.0 | 161.0 | 20.0 | False | None | None | False | None | False | 3220.0 | 0 | | 2399360 | 71505 | None | code63 | Providing and fixing chorinated poly vinyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (internal work exposed on wall) . corendum-2 CSR- 2022, V-2, P.122 13.31.2, (20mm nominal OD Pipe) | Mtr | 318.0 | 318.0 | 12.0 | False | None | None | False | None | False | 3816.0 | 0 | | 2399361 | 71505 | None | code64 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 CSR- 2022, V-2, P.119 13.12 | Each | 635.0 | 635.0 | 3.0 | False | None | None | False | None | False | 1905.0 | 0 |
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