tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
---|
1708671190000 | 0 | None | None | Buildings | Construction of Bar Association Building at Gokak Under HOA 4059-80-051-0-32-386 Judicial Department Building (Appendix-E-Spill Over Sl.No.22 Pg No.25) For 2023-24 | 12687088.6 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2779557 | 88643 | None | 1.12 | 1.12 Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds ofsoils & upto depth not exceeding 300mm as per drawing and technicalspecifications, including setting out, shoring, strutting,barricading,caution lights, removal of stumps and other deleterious matter includingdressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radiusof 50 m and lift upto 1.5 m including cost of labour, tools, usage ofmachinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth
---- including cost of all materials, labor ,HOM,l | Cum | 97.85 | 97.85 | 147.38 | False | None | None | False | None | False | 14421.133 | 0 | 2779558 | 88643 | None | 1.14.1 | 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m
---- including cost of all materials, labor ,HOM,l | Cum | 105.06 | 105.06 | 416.46 | False | None | None | False | None | False | 43753.2876 | 0 | 2779559 | 88643 | None | 4.1 | 4.1 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. ( Vol.2, P.No.5,I.No.4.1)
---- including cost of all materials, labor ,HOM,l | Sqm | 121.54 | 121.54 | 352.65 | False | None | None | False | None | False | 42861.081 | 0 | 2779560 | 88643 | None | 1.23 | 1.23 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.
---- including cost of all materials, labor ,HOM,l | Cum | 2762.46 | 2762.46 | 58.1527 | False | None | None | False | None | False | 160644.507642 | 0 | 2779561 | 88643 | None | 2.1.3 | 2.1.3 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
---- including cost of all materials, labor ,HOM,l | Cum | 6168.67 | 6168.67 | 117.3947 | False | None | None | False | None | False | 724169.164049 | 0 | 2779562 | 88643 | None | 2.2.3 | 2.2.3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
---- including cost of all materials, labor ,HOM,l | Cum | 6526.08 | 6526.08 | 161.7347 | False | None | None | False | None | False | 1055493.590976 | 0 | 2779563 | 88643 | None | 2.2.3 | DO FORMWORK FOR FOOTING
---- including cost of all materials, labor ,HOM,l | Cum | 696.96 | 696.96 | 161.735 | False | None | None | False | None | False | 112722.8256 | 0 | 2779564 | 88643 | None | 2.4.3 | 2.4.3 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
---- including cost of all materials, labor ,HOM,l | Cum | 6526.08 | 6526.08 | 21.64 | False | None | None | False | None | False | 141224.3712 | 0 | 2779565 | 88643 | None | 2.4.3 | DO FORMWORK FOR COLUMN
---- including cost of all materials, labor ,HOM,l | Cum | 4625.28 | 4625.28 | 21.64 | False | None | None | False | None | False | 100091.0592 | 0 | 2779566 | 88643 | None | 2.4.3 | 2.4.3 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
---- including cost of all materials, labor ,HOM,l | Cum | 6526.08 | 6526.08 | 18.35 | False | None | None | False | None | False | 119753.568 | 0 | 2779567 | 88643 | None | 2.4.3 | DO FORMWORK FOR PLINTH
---- including cost of all materials, labor ,HOM,l | Cum | 3358.08 | 3358.08 | 18.35 | False | None | None | False | None | False | 61620.768 | 0 | 2779568 | 88643 | None | 2.5.2 | 2.5.2 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
---- including cost of all materials, labor ,HOM,l | Cum | 7048.29 | 7048.29 | 25.87 | False | None | None | False | None | False | 182339.2623 | 0 | 2779569 | 88643 | None | 2.5.2 | DO FORMWORK FOR COLUMN
---- including cost of all materials, labor ,HOM,l | Cum | 4995.39 | 4995.39 | 25.87 | False | None | None | False | None | False | 129230.7393 | 0 | 2779570 | 88643 | None | 2.5.2 | 2.5.2 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
---- including cost of all materials, labor ,HOM,l | Cum | 7048.29 | 7048.29 | 103.17 | False | None | None | False | None | False | 727172.0793 | 0 | 2779571 | 88643 | None | 2.5.2 | DO FORMWORK FOR LINTEL,SLAB BEAM
---- including cost of all materials, labor ,HOM,l | Cum | 4311.09 | 4311.09 | 25.89 | False | None | None | False | None | False | 111614.1201 | 0 | 2779572 | 88643 | None | 2.5.2 | DO FORMWORK FOR SLAB
---- including cost of all materials, labor ,HOM,l | Cum | 3626.79 | 3626.79 | 77.28 | False | None | None | False | None | False | 280278.3312 | 0 | 2779573 | 88643 | None | 2.5.2 | 2.5.2 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
---- including cost of all materials, labor ,HOM,l | Cum | 7048.29 | 7048.29 | 3.66 | False | None | None | False | None | False | 25796.7414 | 0 | 2779574 | 88643 | None | 2.5.2 | DO FORMWORK FOR STAIRCASE
---- including cost of all materials, labor ,HOM,l | Cum | 3626.79 | 3626.79 | 3.66 | False | None | None | False | None | False | 13274.0514 | 0 | 2779575 | 88643 | None | 5.1.1 | 5.1.1 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 (1 cement : 6 coarse sand)
---- including cost of all materials, labor ,HOM,l | Cum | 5779.33 | 5779.33 | 61.25 | False | None | None | False | None | False | 353983.9625 | 0 | 2779576 | 88643 | None | 1.9 | 1.9 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.
---- including cost of all materials, labor ,HOM,l | Cum | 273.98 | 273.98 | 327.7753 | False | None | None | False | None | False | 89803.876694 | 0 | 2779577 | 88643 | None | 2.11 | 2.11 Steel Fabrication 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.
a. Buildings
---- including cost of all materials, labor ,HOM,l | t | 92140.71 | 92140.71 | 35.9125 | False | None | None | False | None | False | 3309003.247875 | 0 | 2779578 | 88643 | None | 2.1.4 | 2.1.4 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
---- including cost of all materials, labor ,HOM,l | Cum | 6403.51 | 6403.51 | 1.05 | False | None | None | False | None | False | 6723.6855 | 0 | 2779579 | 88643 | None | 6.8 | 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
---- including cost of all materials, labor ,HOM,l | Cum | 8208.07 | 8208.07 | 65.162 | False | None | None | False | None | False | 534854.25734 | 0 | 2779580 | 88643 | None | 6.15 | 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
---- including cost of all materials, labor ,HOM,l | Sqm | 1063.99 | 1063.99 | 51.15 | False | None | None | False | None | False | 54423.0885 | 0 | 2779581 | 88643 | None | 11.34A | 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding.
---- including cost of all materials, labor ,HOM,l | Kgs | 173.04 | 173.04 | 1030.86 | False | None | None | False | None | False | 178380.0144 | 0 | 2779582 | 88643 | None | 12.9 | Providing & fixing of 3-track2-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 ---- including cost of all materials, labor ,HOM,l | Sqm | 6936.02 | 6936.02 | 57.269 | False | None | None | False | None | False | 397218.92938 | 0 | 2779583 | 88643 | None | 8.3.1 | 8.3.1 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
---- including cost of all materials, labor ,HOM,l | Sqm | 364.62 | 364.62 | 51.628 | False | None | None | False | None | False | 18824.60136 | 0 | 2779584 | 88643 | None | 8.8 | 8.8 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.
---- including cost of all materials, labor ,HOM,l | Sqm | 382.13 | 382.13 | 463.981 | False | None | None | False | None | False | 177301.05953 | 0 | 2779585 | 88643 | None | 8.1.1 | 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
---- including cost of all materials, labor ,HOM,l | Sqm | 262.65 | 262.65 | 914.61 | False | None | None | False | None | False | 240222.3165 | 0 | 2779586 | 88643 | None | 8.10 | 8.10 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 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.
---- including cost of all materials, labor ,HOM,l | Sqm | 217.33 | 217.33 | 451.57 | False | None | None | False | None | False | 98139.7081 | 0 | 2779587 | 88643 | None | 8.51 | 8.51 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.
---- including cost of all materials, labor ,HOM,l | Sqm | 103.0 | 103.0 | 1343.924 | False | None | None | False | None | False | 138424.172 | 0 | 2779588 | 88643 | None | 9.12.2 | 9.12.2 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm
---- including cost of all materials, labor ,HOM,l | Sqm | 1179.35 | 1179.35 | 217.683 | False | None | None | False | None | False | 256724.44605 | 0 | 2779589 | 88643 | None | 9.30 | 9.30 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.
---- including cost of all materials, labor ,HOM,l | Sqm | 5487.84 | 5487.84 | 142.93 | False | None | None | False | None | False | 784376.9712 | 0 | 2779590 | 88643 | None | 8.33.1 | 8.33.1 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.
---- including cost of all materials, labor ,HOM,l | Sqm | 162.74 | 162.74 | 1343.924 | False | None | None | False | None | False | 218710.19176 | 0 | 2779591 | 88643 | None | 8.3 | 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
---- including cost of all materials, labor ,HOM,l | Sqm | 179.22 | 179.22 | 515.608 | False | None | None | False | None | False | 92407.26576 | 0 | 2779592 | 88643 | None | 8.40 | 8.40 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.
---- including cost of all materials, labor ,HOM,l | Sqm | 118.45 | 118.45 | 57.27 | False | None | None | False | None | False | 6783.6315 | 0 | 2779593 | 88643 | None | 12.12 | 12.12 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.
---- including cost of all materials, labor ,HOM,l | Cum | 127928.06 | 127928.06 | 0.45 | False | None | None | False | None | False | 57567.627 | 0 | 2779594 | 88643 | None | 12.15 | 12.15 Providing and fixing in position fully panelled Honne 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 )
---- including cost of all materials, labor ,HOM,l | Sqm | 7667.32 | 7667.32 | 21.09 | False | None | None | False | None | False | 161703.7788 | 0 | 2779595 | 88643 | None | 8.33.2 | 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primerapplied @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.
---- including cost of all materials, labor ,HOM,l | Sqm | 142.14 | 142.14 | 21.09 | False | None | None | False | None | False | 2997.7326 | 0 | 2779596 | 88643 | None | 12.51 | 12.51 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.
---- including cost of all materials, labor ,HOM,l | Nos | 1046.48 | 1046.48 | 7.0 | False | None | None | False | None | False | 7325.36 | 0 | 2779597 | 88643 | None | 11.28 | 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged.
---- including cost of all materials, labor ,HOM,l | Kgs | 581.95 | 581.95 | 261.36 | False | None | None | False | None | False | 152098.452 | 0 | 2779598 | 88643 | None | 12.69.1 | 12.69.1 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm
---- including cost of all materials, labor ,HOM,l | Nos | 282.22 | 282.22 | 42.0 | False | None | None | False | None | False | 11853.24 | 0 | 2779599 | 88643 | None | A-25 | Providing and fixing Hold fasts for doors etc complete ( Material Components P.No -A25 I.No 444 )
---- including cost of all materials, labor ,HOM,l | Nos | 51.5 | 51.5 | 42.0 | False | None | None | False | None | False | 2163.0 | 0 | 2779600 | 88643 | None | 12.73.1 | 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm
---- including cost of all materials, labor ,HOM,l | Nos | 45.32 | 45.32 | 14.0 | False | None | None | False | None | False | 634.48 | 0 | 2779601 | 88643 | None | 12.60 | 12.60 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.
---- including cost of all materials, labor ,HOM,l | Nos | 1083.56 | 1083.56 | 14.0 | False | None | None | False | None | False | 15169.84 | 0 | 2779602 | 88643 | None | 12.63 | 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete
---- including cost of all materials, labor ,HOM,l | Nos | 133.9 | 133.9 | 7.0 | False | None | None | False | None | False | 937.3 | 0 | 2779603 | 88643 | None | A-28 | Providing and fixing Screws approved Nails and screws of sizes for structural glazing /door ( Material Components P.No - A28 I.No 548 )
---- including cost of all materials, labor ,HOM,l | Kgs | 69.01 | 69.01 | 10.0 | False | None | None | False | None | False | 690.1 | 0 | 2779604 | 88643 | None | 9.38 | 9.38 Providing skirting, dadooing, rises of steps with white 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.
---- including cost of all materials, labor ,HOM,l | Sqm | 1433.76 | 1433.76 | 22.239 | False | None | None | False | None | False | 31885.38864 | 0 | 2779605 | 88643 | None | 9.11 | 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.
---- including cost of all materials, labor ,HOM,l | Sqm | 915.67 | 915.67 | 8.831 | False | None | None | False | None | False | 8086.28177 | 0 | 2779606 | 88643 | None | 9.36 | 9.36 Providing flooring with 25mm thick polished Cuddapah 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.
---- including cost of all materials, labor ,HOM,l | Sqm | 1699.5 | 1699.5 | 34.464 | False | None | None | False | None | False | 58571.568 | 0 | 2779607 | 88643 | None | 9.24 | 9.24 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.
---- including cost of all materials, labor ,HOM,l | Sqm | 2937.56 | 2937.56 | 11.19 | False | None | None | False | None | False | 32871.2964 | 0 | 2779608 | 88643 | None | 11.35.2.2 | 11.35.2.2 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron) including cost of materials, labour, usage charges of machinery complete as per specifications.
---- including cost of all materials, labor ,HOM,l | Kgs | 588.13 | 588.13 | 270.9 | False | None | None | False | None | False | 159324.417 | 0 | 2779609 | 88643 | None | 10.15.1 | 10.15.1 Providing and fixing of Aluminium composite panel of approved make and colour for wall cladding for Brick/Rcc/stone walls & coloumns/ beams with necessary aluminium frame works at required level madeout of 50x25x4mm C section or equivalent. The panel should consist of 3mm thick non-halogenated FR grade mineral based polymer ( 2 hrs fire resistance as per ASTM E119-12 and clause B, S1, do as per ENT 13501-1sandwiched between 0.50 skins thick aluminium sheet making a total panel thickness of 4mm. The surfaces will be finished with PVDF based coating on topsides and service coating on reverse sides would be in polyester paint. The system shall be fixed using GI brackets, aluminium L cleats and stainless steel bolts and nuts complete with spring washer and cap nuts and all other necessary accessories, sealing shall be done with necessary rods etc., complete. For Straight Portion.
---- including cost of all materials, labor ,HOM,l | Sqm | 4108.67 | 4108.67 | 25.79 | False | None | None | False | None | False | 105962.5993 | 0 | 2779610 | 88643 | None | 11.37.3 | 11.37.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in
---- including cost of all materials, labor ,HOM,l | Sqm | 1344.15 | 1344.15 | 25.79 | False | None | None | False | None | False | 34665.6285 | 0 | 2779611 | 88643 | None | 6.31 | 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
---- including cost of all materials, labor ,HOM,l | Cum | 8217.34 | 8217.34 | 49.38 | False | None | None | False | None | False | 405772.2492 | 0 | 2779612 | 88643 | None | 11.27.2 | 11.27.2 Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in- charge. 10 x 80 mm including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineerin- Charge.
---- including cost of all materials, labor ,HOM,l | Nos | 99.91 | 99.91 | 50.0 | False | None | None | False | None | False | 4995.5 | 0 | 2779613 | 88643 | None | 8.16 | 8.16 a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications.
---- including cost of all materials, labor ,HOM,l | Nos | 1275.14 | 1275.14 | 19.41 | False | None | None | False | None | False | 24750.4674 | 0 | 2779614 | 88643 | None | 2.3.2 | 2.3.2 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates
---- including cost of all materials, labor ,HOM,l | Cum | 6674.4 | 6674.4 | 0.87 | False | None | None | False | None | False | 5806.728 | 0 | 2779615 | 88643 | None | 2.3.2 | DO FORMWORK FOR RC WALL
---- including cost of all materials, labor ,HOM,l | Cum | 6674.4 | 6674.4 | 0.87 | False | None | None | False | None | False | 5806.728 | 0 | 2779616 | 88643 | None | 12.83.2 | 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (toler ---- including cost of all materials, labor ,HOM,l | m | 246.17 | 246.17 | 21.2 | False | None | None | False | None | False | 5218.804 | 0 | 2779617 | 88643 | None | 12.53 | 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges.
---- including cost of all materials, labor ,HOM,l | Sqm | 1635.64 | 1635.64 | 6.345 | False | None | None | False | None | False | 10378.1358 | 0 | 2779618 | 88643 | None | 1.8 | 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead,transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.
---- including cost of all materials, labor ,HOM,l | Cum | 488.22 | 488.22 | 39.783 | False | None | None | False | None | False | 19422.85626 | 0 | 2779619 | 88643 | None | 9.25 | 9.25 Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand,
filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
---- including cost of all materials, labor ,HOM,l | Sqm | 824.0 | 824.0 | 397.827 | False | None | None | False | None | False | 327809.448 | 0 | 2779620 | 88643 | None | 11.3 | 11.3 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge
---- including cost of all materials, labor ,HOM,l | Sqm | 8524.28 | 8524.28 | 2.9925 | False | None | None | False | None | False | 25508.9079 | 0 | 2779621 | 88643 | None | 10.11 | 10.11 Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to IS: 1328 (type-1), for plain lining / cladding with necessary screws, including priming coat on unexposed surface with Decorative veneer facings of approved manufacture
---- including cost of all materials, labor ,HOM,l | Sqm | 1524.4 | 1524.4 | 2.85 | False | None | None | False | None | False | 4344.54 | 0 |
| 1708671190000 | 0 | None | None | Buildings | HEAD ROOM & PARAPET ABSTRACT | 1135376.55 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2779622 | 88644 | None | 2.5.2 | 2.5.2 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
---- including cost of all materials, labor ,HOM,l | Cum | 7118.77 | 7118.77 | 7.73 | False | None | None | False | None | False | 55028.0921 | 0 | 2779623 | 88644 | None | 2.5.2 | DO FORMWORK FOR COLUMN
---- including cost of all materials, labor ,HOM,l | Cum | 5045.34 | 5045.34 | 7.73 | False | None | None | False | None | False | 39000.4782 | 0 | 2779624 | 88644 | None | 2.5.2 | 2.5.2 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
---- including cost of all materials, labor ,HOM,l | Cum | 7118.77 | 7118.77 | 6.44 | False | None | None | False | None | False | 45844.8788 | 0 | 2779625 | 88644 | None | 2.5.2 | DO FORMWORK FOR LINTEL,SLAB BEAM
---- including cost of all materials, labor ,HOM,l | Cum | 4354.2 | 4354.2 | 2.18 | False | None | None | False | None | False | 9492.156 | 0 | 2779626 | 88644 | None | 2.5.2 | DO FORMWORK FOR SLAB
---- including cost of all materials, labor ,HOM,l | Cum | 3663.06 | 3663.06 | 4.26 | False | None | None | False | None | False | 15604.6356 | 0 | 2779627 | 88644 | None | 2.5.2 | 2.5.2 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
---- including cost of all materials, labor ,HOM,l | Cum | 7118.77 | 7118.77 | 0.1 | False | None | None | False | None | False | 711.877 | 0 | 2779628 | 88644 | None | 2.5.2 | DO FORMWORK FOR CHAJJA
---- including cost of all materials, labor ,HOM,l | Cum | 3317.49 | 3317.49 | 0.1 | False | None | None | False | None | False | 331.749 | 0 | 2779629 | 88644 | None | 2.11 | 2.11 Steel Fabrication 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.
a. Buildings
---- including cost of all materials, labor ,HOM,l | t | 93062.12 | 93062.12 | 0.9449 | False | None | None | False | None | False | 87934.397188 | 0 | 2779630 | 88644 | None | 2.14 | 2.1.4 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
---- including cost of all materials, labor ,HOM,l | Cum | 6467.55 | 6467.55 | 0.76 | False | None | None | False | None | False | 4915.338 | 0 | 2779631 | 88644 | None | 8.8 | 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
---- including cost of all materials, labor ,HOM,l | Cum | 8290.15 | 8290.15 | 12.5943 | False | None | None | False | None | False | 104408.636145 | 0 | 2779632 | 88644 | None | 11.34A | 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding
---- including cost of all materials, labor ,HOM,l | Kgs | 174.77 | 174.77 | 66.6 | False | None | None | False | None | False | 11639.682 | 0 | 2779633 | 88644 | None | 12.90 | 12.90 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 f ---- including cost of all materials, labor ,HOM,l | Sqm | 7005.38 | 7005.38 | 3.7 | False | None | None | False | None | False | 25919.906 | 0 | 2779634 | 88644 | None | 8.8 | 8.8 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.
---- including cost of all materials, labor ,HOM,l | Sqm | 385.95 | 385.95 | 311.684 | False | None | None | False | None | False | 120294.4398 | 0 | 2779635 | 88644 | None | 8.1.1 | 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
---- including cost of all materials, labor ,HOM,l | Sqm | 265.28 | 265.28 | 74.78 | False | None | None | False | None | False | 19837.6384 | 0 | 2779636 | 88644 | None | 8.10 | 8.10 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 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.
---- including cost of all materials, labor ,HOM,l | Sqm | 219.5 | 219.5 | 22.243 | False | None | None | False | None | False | 4882.3385 | 0 | 2779637 | 88644 | None | 8.51 | 8.51 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.
---- including cost of all materials, labor ,HOM,l | Sqm | 104.03 | 104.03 | 97.023 | False | None | None | False | None | False | 10093.30269 | 0 | 2779638 | 88644 | None | 9.12.2 | 9.12.2 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm
---- including cost of all materials, labor ,HOM,l | Sqm | 1191.14 | 1191.14 | 2.736 | False | None | None | False | None | False | 3258.95904 | 0 | 2779639 | 88644 | None | 8.33.1 | 8.33.1 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.
---- including cost of all materials, labor ,HOM,l | Sqm | 164.37 | 164.37 | 97.023 | False | None | None | False | None | False | 15947.67051 | 0 | 2779640 | 88644 | None | 8.3 | 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
---- including cost of all materials, labor ,HOM,l | Sqm | 181.01 | 181.01 | 311.684 | False | None | None | False | None | False | 56417.92084 | 0 | 2779641 | 88644 | None | 8.4 | 8.40 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.
---- including cost of all materials, labor ,HOM,l | Sqm | 119.63 | 119.63 | 3.7 | False | None | None | False | None | False | 442.631 | 0 | 2779642 | 88644 | None | 12.12 | 12.12 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.
---- including cost of all materials, labor ,HOM,l | Cum | 129207.34 | 129207.34 | 0.05 | False | None | None | False | None | False | 6460.367 | 0 | 2779643 | 88644 | None | 12.15 | 12.15 Providing and fixing in position fully panelled Honne 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 )
---- including cost of all materials, labor ,HOM,l | Sqm | 7743.99 | 7743.99 | 1.89 | False | None | None | False | None | False | 14636.1411 | 0 | 2779644 | 88644 | None | 8.33.2 | 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primerapplied @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.
---- including cost of all materials, labor ,HOM,l | Sqm | 143.56 | 143.56 | 4.91 | False | None | None | False | None | False | 704.8796 | 0 | 2779645 | 88644 | None | 12.51 | 12.51 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.
---- including cost of all materials, labor ,HOM,l | Nos | 1056.94 | 1056.94 | 1.0 | False | None | None | False | None | False | 1056.94 | 0 | 2779646 | 88644 | None | 12.69 | 12.69.1 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm
---- including cost of all materials, labor ,HOM,l | Nos | 285.04 | 285.04 | 6.0 | False | None | None | False | None | False | 1710.24 | 0 | 2779647 | 88644 | None | A-25 | Providing and fixing Hold fasts for doors etc complete ( Material Components P.No -A25 I.No 444 )
---- including cost of all materials, labor ,HOM,l | Nos | 51.5 | 51.5 | 6.0 | False | None | None | False | None | False | 309.0 | 0 | 2779648 | 88644 | None | 12.73.1 | 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm
---- including cost of all materials, labor ,HOM,l | Nos | 45.32 | 45.32 | 2.0 | False | None | None | False | None | False | 90.64 | 0 | 2779649 | 88644 | None | 12.60 | 12.60 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.
---- including cost of all materials, labor ,HOM,l | Nos | 1083.56 | 1083.56 | 2.0 | False | None | None | False | None | False | 2167.12 | 0 | 2779650 | 88644 | None | 12.63 | 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete
---- including cost of all materials, labor ,HOM,l | Nos | 133.9 | 133.9 | 1.0 | False | None | None | False | None | False | 133.9 | 0 | 2779651 | 88644 | None | A-28 | Providing and fixing Screws approved Nails and screws of sizes for structural glazing /door( Material Components P.No - A28 I.No 548 )
---- including cost of all materials, labor ,HOM,l | Kgs | 69.01 | 69.01 | 500.0 | False | None | None | False | None | False | 34505.0 | 0 | 2779652 | 88644 | None | 6.15 | 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
---- including cost of all materials, labor ,HOM,l | Sqm | 1074.63 | 1074.63 | 83.98 | False | None | None | False | None | False | 90247.4274 | 0 | 2779653 | 88644 | None | 15.1 | 15.1 Providing and laying water proofing treatment to the Roof with PU basedsingle 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.
---- including cost of all materials, labor ,HOM,l | Sqm | 849.93 | 849.93 | 413.3848 | False | None | None | False | None | False | 351348.143064 | 0 |
| 1708671190000 | 0 | None | None | Buildings | Furniture Estimate | 396060.0 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2779654 | 88645 | None | PAGE 336 ITEM NO:39.25 | Mobile pedestal unit- WOODEN Providing and fixing 450mmw X 450 mmd X 685 mmht ) Mobile pedestal unit-WOODEN with 18mm thick PLPB with edge bonded for body, Two equal drawer and filing drawer with centralized locking system, Telescopic channels, castors, Handles and lock etc., complete as per specifications, drawings and as directed by Engineer in charge
---- including cost of all materials, labor ,HOM,l | Nos | 5830.0 | 5830.0 | 2.0 | False | None | None | False | None | False | 11660.0 | 0 | 2779655 | 88645 | None | PAGE 7 ITEM NO:102 | KSFIC.DWD -102 Teak Wood Bench Without Back: Size 182.88cm L x 46cm W x 96cm H Legs 4.4 x 4.44cm. Patties at top and bottom around 5.68 x 2.54cm in section and polished seat shall be provided with 18mm block board with laminated sheet on the top of the Block board. Bench shall be neatly finished and polished.
---- including cost of all materials, labor ,HOM,l | Nos | 20480.0 | 20480.0 | 1.0 | False | None | None | False | None | False | 20480.0 | 0 | 2779656 | 88645 | None | PAGE 5 ITEM NO 66 | KSFIC.DWD-066 Teak Wood Chair (Heavy Model): Seat with Teakwood Planks back with 6 or 8 patties. Made out of Teak wood Chair 3x1 back legs 2 .25X 2.25 front Legs Chair side bars 3x1.25 back with 8 reapers. Chair size standard size. Chair shall be neatly finished and polished.
---- including cost of all materials, labor ,HOM,l | Nos | 10400.0 | 10400.0 | 1.0 | False | None | None | False | None | False | 10400.0 | 0 | 2779657 | 88645 | None | PAGE 5 ITEM NO 65 | KSFIC.DWD-065 Teak Wood Chair Seat & Back with Cushion / Rexin : Leg size 2"x1.5" with front and back legs of size 38"x2"x1.5".Handle of size 2"x1.5". Chair side bars 3"x1.1/4" pattis. Chair shall be neatly finished and polished.
---- including cost of all materials, labor ,HOM,l | Nos | 10450.0 | 10450.0 | 2.0 | False | None | None | False | None | False | 20900.0 | 0 | 2779658 | 88645 | None | PAGE 4 ITEM NO 52 | KSFIC.DWD-052 Teak Wood Typist & Computer Table (Size 4'X2') : Size: 121.92 L x 60.9cm B x 76.2cm H, Legs 4.44cm x 4.44 cm 6 nos. Side cross bars 10.16 x 2.54 cm Bottom portion 5.08 x 2.54 cm with 3 drawers or one small drawer and one cupboard on right side with 12mm OST Coverage. Top shall be made out of 1.90cm OST locking arrangements shall be provided. With Key board.
---- including cost of all materials, labor ,HOM,l | Nos | 25340.0 | 25340.0 | 2.0 | False | None | None | False | None | False | 50680.0 | 0 | 2779659 | 88645 | None | KSFIC.DWD-053 | Teak Wood Officer Table : (Accounts Officer Table) Of size 7'x3'x30". Made out of 2.25"x2.25" Teak Wood legs. Table upper side patti 4"x1.25" and lower side 2"x1.25" and 12mm Commercial ply with 1mm laminate wherever visible. Table to have one drawer and one cupboard on either side. Along with one Key board. Doors and Drawers to be provided with SS handles and good quality locks and channels.
---- including cost of all materials, labor ,HOM,l | Nos | 41860.0 | 41860.0 | 1.0 | False | None | None | False | None | False | 41860.0 | 0 | 2779660 | 88645 | None | KSFIC.DWD -088 | Notice Board: Of size 4'x3' using 18mm plywood for body, back 8mm plywood and 12mm soft board with cloth. And 5mm plain glass for door with lock, and alluminium chanal with teak woodbeading. Outerside laminated sheet or veneer with polish, inner side paint or polish.
---- including cost of all materials, labor ,HOM,l | Nos | 15500.0 | 15500.0 | 2.0 | False | None | None | False | None | False | 31000.0 | 0 | 2779661 | 88645 | None | KSFIC.DWD -091 | Teak Wood Stool: Height 21", 14" X 14" or 24"x14"x14" top teak wood planks legs size 2" X 2". Thickness with bottom supporting patties of size 2"x1" section. Top to be Teak Wood planks.
---- including cost of all materials, labor ,HOM,l | Nos | 6120.0 | 6120.0 | 1.0 | False | None | None | False | None | False | 6120.0 | 0 | 2779662 | 88645 | None | KSFIC.DWD -111 | Director Cushion Chair; High back chair with seat and back High quality feather touch Rexine. Arms with cushioning, Chair to have SS base with 5 Caster wheel legs along with Syncro Mechanisum
---- including cost of all materials, labor ,HOM,l | Nos | 12600.0 | 12600.0 | 1.0 | False | None | None | False | None | False | 12600.0 | 0 | 2779663 | 88645 | None | KSFIC.DWD-049 | Teak Wood Executive Table : Laminated Top of size 6'X 2.5' or 6'x3;, all patties belowthe top to be of 4"x1.25". Leg size 2.25"x2,25" - One side 2(or 3) drawers and another side 1 cabinet with shelf. Table 3 side closed with OST pre laminated sheet 12mm thickness. Complete with all accessories like 2 locks and handles with polish. Table shall be neatly finished and polished.
---- including cost of all materials, labor ,HOM,l | Nos | 41840.0 | 41840.0 | 1.0 | False | None | None | False | None | False | 41840.0 | 0 | 2779664 | 88645 | None | KSFIC.DWD -080 | Wooden Rack : (Teak Wood) Of size 6' x 3' x 20''. Made out of teak wood frame of section 2.25"x2.25" and supporting patties of thickness 3"x1.25". Panel to be made out of 12mm plywood with laminate on the all sides. 18mm plywood shelves will be provided inside . Rack center 6'' horizontal partition should be provided such that the books can be kept on the both the sides. Entire rack to be polished outer side . Front teak wood beading. Rack shall be neatly finished and polished.
---- including cost of all materials, labor ,HOM,l | Nos | 31950.0 | 31950.0 | 2.0 | False | None | None | False | None | False | 63900.0 | 0 | 2779665 | 88645 | None | KSFIC.DWD - 105 | Book Rack with glass : Of size 6'x3 x18". Made out of 18mm thick black board with 3 shelves laminated glass sheters, Inner side paint. Outer surface polish.
---- including cost of all materials, labor ,HOM,l | Nos | 33340.0 | 33340.0 | 2.0 | False | None | None | False | None | False | 66680.0 | 0 | 2779666 | 88645 | None | KSFIC.DWD - 092 | Shoe Stand : (Close and Open portion) Of size W-4'xHt.-2.5'xdepth-15". Shoe Stand made out of 18mm ply with veneer as per design. The door of the shoe stand should be made of 3"x1.25" teak wood patti, covered with teak wood lowers for ventilation. All edges to be covered with of half round teak wood beading.
---- including cost of all materials, labor ,HOM,l | Nos | 17940.0 | 17940.0 | 1.0 | False | None | None | False | None | False | 17940.0 | 0 |
| 1708671190000 | 0 | None | None | Buildings | ELECTRICAL ESTIMATE | 578105.9 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2779667 | 88646 | None | Part-III P No.1 IT No. 1.2.1 | Supplying heavy gauge PVC conduit pipe . mm dia.mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary
19/20 mm dia 2 mm thick
---- including cost of all materials, labor ,HOM,l | m | 66.0 | 66.0 | 350.0 | False | None | None | False | None | False | 23100.0 | 0 | 2779668 | 88646 | None | Part-III P No.1 IT No. 1.2.2 | Supplying heavy gauge PVC conduit pipe . mm dia.mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary
25 mm dia 2 mm thick
---- including cost of all materials, labor ,HOM,l | m | 78.0 | 78.0 | 150.0 | False | None | None | False | None | False | 11700.0 | 0 | 2779669 | 88646 | None | 1.3 Part-III P No.1 IT No. 1.3.1 | Supplying heavy gauge PVCConduit Pipe . dia . mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.
---- including cost of all materials, labor ,HOM,l | m | 68.0 | 68.0 | 150.0 | False | None | None | False | None | False | 10200.0 | 0 | 2779670 | 88646 | None | 1.3 Part-III P No.1 IT No. 1.3.2 | Supplying heavy gauge PVCConduit Pipe . dia . mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.
25 mm dia 2 mm thick
---- including cost of all materials, labor ,HOM,l | m | 79.0 | 79.0 | 80.0 | False | None | None | False | None | False | 6320.0 | 0 | 2779671 | 88646 | None | 1.5 Part-III P No.1 IT No. 1.5.1 | Supplying and fixing PVC/metal conduit Deep junction box
19/20 mm deep Junction box
---- including cost of all materials, labor ,HOM,l | Each | 49.0 | 49.0 | 40.0 | False | None | None | False | None | False | 1960.0 | 0 | 2779672 | 88646 | None | 1.5 Part-III P No.3 IT No. 1.5.2 | Supplying and fixing PVC/metal conduit Deep junction box
25 mm deep Junction box
---- including cost of all materials, labor ,HOM,l | Each | 56.0 | 56.0 | 15.0 | False | None | None | False | None | False | 840.0 | 0 | 2779673 | 88646 | None | 1.7 Part-III P No.3 IT No. 1.7.1 | Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete.
upto 50 mm conduit in brick wall
---- including cost of all materials, labor ,HOM,l | m | 29.0 | 29.0 | 50.0 | False | None | None | False | None | False | 1450.0 | 0 | 2779674 | 88646 | None | Part-III P No.4 IT No. 1.13 | Supplying And Fixing Metal Fan Box with Round Hook.
---- including cost of all materials, labor ,HOM,l | No | 117.0 | 117.0 | 13.0 | False | None | None | False | None | False | 1521.0 | 0 | 2779675 | 88646 | None | 2.2 Part-III P No.5 IT No. 2.2.1 | Point wiring using Copper wire without switch.
Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.
Short point upto 3Mtr from tapping point to out let via switch box
---- including cost of all materials, labor ,HOM,l | Point | 269.0 | 269.0 | 10.0 | False | None | None | False | None | False | 2690.0 | 0 | 2779676 | 88646 | None | Part-III P No.5 IT No. 2.2.2 | Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box
---- including cost of all materials, labor ,HOM,l | Point | 379.0 | 379.0 | 12.0 | False | None | None | False | None | False | 4548.0 | 0 | 2779677 | 88646 | None | Part-III P No.5 IT No. 2.2.3 | Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box
---- including cost of all materials, labor ,HOM,l | Point | 555.0 | 555.0 | 31.0 | False | None | None | False | None | False | 17205.0 | 0 | 2779678 | 88646 | None | 2.3 Part-III P No.5 IT No. 2.3.2 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010
1.5 mm2
---- including cost of all materials, labor ,HOM,l | m | 26.0 | 26.0 | 850.0 | False | None | None | False | None | False | 22100.0 | 0 | 2779679 | 88646 | None | Part-III P No.5 IT No. 2.3.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010
2.5 mm2
---- including cost of all materials, labor ,HOM,l | m | 42.0 | 42.0 | 800.0 | False | None | None | False | None | False | 33600.0 | 0 | 2779680 | 88646 | None | Part-III P No.5 IT No. 2.3.4 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010
4 mm2
---- including cost of all materials, labor ,HOM,l | m | 63.0 | 63.0 | 600.0 | False | None | None | False | None | False | 37800.0 | 0 | 2779681 | 88646 | None | Part-III P No.5 IT No. 2.3.5 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010
6 mm2
---- including cost of all materials, labor ,HOM,l | m | 92.0 | 92.0 | 300.0 | False | None | None | False | None | False | 27600.0 | 0 | 2779682 | 88646 | None | Part-III P No.6 IT No. 2.3.6 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010
Main panel
10 mm2
---- including cost of all materials, labor ,HOM,l | m | 167.0 | 167.0 | 30.0 | False | None | None | False | None | False | 5010.0 | 0 | 2779683 | 88646 | None | 3.4 Part-III P No.8 IT No. 3.4.1 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall
1-2 Way
---- including cost of all materials, labor ,HOM,l | Each | 138.0 | 138.0 | 8.0 | False | None | None | False | None | False | 1104.0 | 0 | 2779684 | 88646 | None | Part-III P No.8 IT No. 3.4.4 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall
6 Way
---- including cost of all materials, labor ,HOM,l | Each | 220.0 | 220.0 | 16.0 | False | None | None | False | None | False | 3520.0 | 0 | 2779685 | 88646 | None | Part-III P No.8 IT No. 3.4.6 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall
10-12 Way
---- including cost of all materials, labor ,HOM,l | Each | 319.0 | 319.0 | 15.0 | False | None | None | False | None | False | 4785.0 | 0 | 2779686 | 88646 | None | 3.5 Part-III P No.8 IT No. 3.5.1 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.
1 to 2 Module
---- including cost of all materials, labor ,HOM,l | Each | 137.0 | 137.0 | 10.0 | False | None | None | False | None | False | 1370.0 | 0 | 2779687 | 88646 | None | Part-III P No.8 IT No. 3.5.4 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.
6 Module
---- including cost of all materials, labor ,HOM,l | Each | 234.0 | 234.0 | 16.0 | False | None | None | False | None | False | 3744.0 | 0 | 2779688 | 88646 | None | Part-III P No.8 IT No. 3.5.6 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.
10-12 Module
---- including cost of all materials, labor ,HOM,l | Each | 344.0 | 344.0 | 15.0 | False | None | None | False | None | False | 5160.0 | 0 | 2779689 | 88646 | None | Part-III P No.9 IT No. 3.6.1 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
6A One Way Switch
---- including cost of all materials, labor ,HOM,l | Each | 102.0 | 102.0 | 110.0 | False | None | None | False | None | False | 11220.0 | 0 | 2779690 | 88646 | None | Part-III P No.9 IT No. 3.6.2 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
6A Two Way Switch
---- including cost of all materials, labor ,HOM,l | Each | 166.0 | 166.0 | 2.0 | False | None | None | False | None | False | 332.0 | 0 | 2779691 | 88646 | None | Part-III P No.9 IT No. 3.6.3 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
6A Three Way socket
---- including cost of all materials, labor ,HOM,l | Each | 171.0 | 171.0 | 35.0 | False | None | None | False | None | False | 5985.0 | 0 | 2779692 | 88646 | None | Part-III P No.9 IT No. 3.6.4 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
Stepped Fan Regulator Two Module
---- including cost of all materials, labor ,HOM,l | Each | 357.0 | 357.0 | 13.0 | False | None | None | False | None | False | 4641.0 | 0 | 2779693 | 88646 | None | Part-III P No.9 IT No. 3.6.7 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
16A One Way Switch
---- including cost of all materials, labor ,HOM,l | Each | 180.0 | 180.0 | 10.0 | False | None | None | False | None | False | 1800.0 | 0 | 2779694 | 88646 | None | Part-III P No.9 IT No. 3.6.10 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
6/16A Universal Socket
---- including cost of all materials, labor ,HOM,l | Each | 236.0 | 236.0 | 10.0 | False | None | None | False | None | False | 2360.0 | 0 | 2779695 | 88646 | None | Part-III P No.9 IT No. 3.6.11 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
TV/Telephone Socket
---- including cost of all materials, labor ,HOM,l | Each | 156.0 | 156.0 | 2.0 | False | None | None | False | None | False | 312.0 | 0 | 2779696 | 88646 | None | 5.7 Part-III P No.14 IT No.5.7.3 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.
63 A
---- including cost of all materials, labor ,HOM,l | Each | 401.0 | 401.0 | 3.0 | False | None | None | False | None | False | 1203.0 | 0 | 2779697 | 88646 | None | Part-III P No.17 IT No.5.18 Part-III P No.17 IT No | 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 10K and complete wiring as required confirming to IEC 60898.
6-32 A SP
---- including cost of all materials, labor ,HOM,l | Each | 415.0 | 415.0 | 14.0 | False | None | None | False | None | False | 5810.0 | 0 | 2779698 | 88646 | None | Part-III P No.17 IT No.5.18.4 | 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 10K and complete wiring as required confirming to IEC 60898.
6-32 A DP
---- including cost of all materials, labor ,HOM,l | Each | 739.0 | 739.0 | 2.0 | False | None | None | False | None | False | 1478.0 | 0 | 2779699 | 88646 | None | 5.19 Part-III P No.18 IT No.5.19.6 | Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure.
II - Double Door
4 Way SP & N
---- including cost of all materials, labor ,HOM,l | Each | 1524.0 | 1524.0 | 1.0 | False | None | None | False | None | False | 1524.0 | 0 | 2779700 | 88646 | None | Part-III P No.18 IT No.5.19.9 | Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure.
II - Double Door
12 Way SP & N
---- including cost of all materials, labor ,HOM,l | Each | 2329.0 | 2329.0 | 1.0 | False | None | None | False | None | False | 2329.0 | 0 | 2779701 | 88646 | None | Part-III P No.18 IT No.5.2 Part-III P No.18 IT No5 | Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board.
32-40A 2 pole
---- including cost of all materials, labor ,HOM,l | Each | 4559.0 | 4559.0 | 1.0 | False | None | None | False | None | False | 4559.0 | 0 | 2779702 | 88646 | None | Part-III P No.30 IT No.6.1 | Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply.
---- including cost of all materials, labor ,HOM,l | Each | 1492.0 | 1492.0 | 6.0 | False | None | None | False | None | False | 8952.0 | 0 | 2779703 | 88646 | None | Part-III P No.30 IT No.6.3 Part-III P No.30 IT No. | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.
48" Sweep (1200 mm) Regular model
---- including cost of all materials, labor ,HOM,l | Each | 2984.0 | 2984.0 | 13.0 | False | None | None | False | None | False | 38792.0 | 0 | 2779704 | 88646 | None | Part-III P No.36 IT No.8.3 | Supplying and drawing PVC insulated gas injected physical foam jelly flooded co-axial TV cable.RG-6.
---- including cost of all materials, labor ,HOM,l | m | 44.0 | 44.0 | 90.0 | False | None | None | False | None | False | 3960.0 | 0 | 2779705 | 88646 | None | Part-III P No.43 IT No.11.3 Part-III P No.43 IT No | Supplying of .feet -PVC Batten with integrated LED tube . W with high quality diffuser with Life of 25000 burning hours and 70 percent lumen maintenance with CRI less tahn 80. Power Input: 220-240V@ 50/60Hz and Power factor more than0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.
LED light fitting 1 x 4' - 20/22 W
---- including cost of all materials, labor ,HOM,l | Each | 690.0 | 690.0 | 40.0 | False | None | None | False | None | False | 27600.0 | 0 | 2779706 | 88646 | None | Part-III P No.48 IT No.12.2 Part-III P No.48 IT No | Supplying and fixing one of 230 V Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws with Remote.
Ding Dong Bell
---- including cost of all materials, labor ,HOM,l | Each | 246.0 | 246.0 | 1.0 | False | None | None | False | None | False | 246.0 | 0 | 2779707 | 88646 | None | Part-III P No.54IT No.12.56 | Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia
---- including cost of all materials, labor ,HOM,l | No | 3510.0 | 3510.0 | 3.0 | False | None | None | False | None | False | 10530.0 | 0 | 2779708 | 88646 | None | Part-III P No.54 IT No.12.58 Part-III P No.54 IT N | GI/Copper strips for grounding connections, using necessary fixing materials as required.
GI/Copper strips 25 x 3 mm GI strip
---- including cost of all materials, labor ,HOM,l | m | 82.0 | 82.0 | 60.0 | False | None | None | False | None | False | 4920.0 | 0 | 2779709 | 88646 | None | 13.7 Part-III P No.56 IT No.13.7.1 | Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps.
On wall/ ceiling / Rafter / Girders
---- including cost of all materials, labor ,HOM,l | Each | 122.0 | 122.0 | 40.0 | False | None | None | False | None | False | 4880.0 | 0 | 2779710 | 88646 | None | Part-III P No.57IT No.13.10 | Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring.
---- including cost of all materials, labor ,HOM,l | Each | 171.0 | 171.0 | 13.0 | False | None | None | False | None | False | 2223.0 | 0 | 2779711 | 88646 | None | Part-III P No.57 IT No.13.14 | Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 A. ceiling rose with sufficient length of 23/0.0076 inch PVC insulated twin core wire.
---- including cost of all materials, labor ,HOM,l | Each | 492.0 | 492.0 | 6.0 | False | None | None | False | None | False | 2952.0 | 0 | 2779712 | 88646 | None | Part-III P No.18 IT No.5.21 | Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel board.
---- including cost of all materials, labor ,HOM,l | Each | 9255.0 | 9255.0 | 1.0 | False | None | None | False | None | False | 9255.0 | 0 | 2779713 | 88646 | None | Part-III P No.19 IT No.5.34 | Supplying, fixing and wiring 50/5 to 400/5A 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound.
---- including cost of all materials, labor ,HOM,l | Each | 562.0 | 562.0 | 3.0 | False | None | None | False | None | False | 1686.0 | 0 | 2779714 | 88646 | None | Part-III P No.19 IT No.5.38 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C.
---- including cost of all materials, labor ,HOM,l | Each | 515.0 | 515.0 | 3.0 | False | None | None | False | None | False | 1545.0 | 0 | 2779715 | 88646 | None | Part-III P No.16 IT No.5.15 Part-III P No.17 IT N | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS/IEC 60947-2 . (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.
FOUR Pole
100 A 25 kA
---- including cost of all materials, labor ,HOM,l | Each | 8487.0 | 8487.0 | 1.0 | False | None | None | False | None | False | 8487.0 | 0 | 2779716 | 88646 | None | Part-III P No.20 IT No.5.40 Part-III P No.20 IT No | Supplying . A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete
100 A 4 x 30 x 6 mm Aluminium Strips
---- including cost of all materials, labor ,HOM,l | m | 2465.0 | 2465.0 | 1.0 | False | None | None | False | None | False | 2465.0 | 0 | 2779717 | 88646 | None | Part-III P No.20 IT No.5.41 Part-III P No.20 IT No | Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. Flat.with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint.
40 x 40 x 6 mm
---- including cost of all materials, labor ,HOM,l | m | 305.0 | 305.0 | 12.0 | False | None | None | False | None | False | 3660.0 | 0 | 2779718 | 88646 | None | Part-III P No.20 IT No.5.42 Part-III P No.20 IT No | Fabricating supplying and mounting MS box made out .SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete.
14 SWG
---- including cost of all materials, labor ,HOM,l | cm | 0.5 | 0.5 | 80000.0 | False | None | None | False | None | False | 40000.0 | 0 | 2779719 | 88646 | None | ESCOMs SR P No.13 ESCOMs SR P No.13 IT No. 32.05 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975
16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm)
---- including cost of all materials, labor ,HOM,l | Km | 141842.0 | 141842.0 | 0.3 | False | None | None | False | None | False | 42552.6 | 0 | 2779720 | 88646 | None | ESCOMs SR P No.13 IT No.32.09 | 35 Sqmm, 3.5 Core, (14 GI Strips - 4 x 0.8 mm)
---- including cost of all materials, labor ,HOM,l | Km | 154062.0 | 154062.0 | 0.3 | False | None | None | False | None | False | 46218.6 | 0 | 2779721 | 88646 | None | WSSW SR P No.A-32 IT No.239 | HDPE pipe grade PE100-PN 10, 63mm
---- including cost of all materials, labor ,HOM,l | m | 132.0 | 132.0 | 280.0 | False | None | None | False | None | False | 36960.0 | 0 | 2779722 | 88646 | None | ESCOMs SR P No.52 ESCOMs SR P No.52 IT No. 21.06 | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff
35 to 95 Sqmm
---- including cost of all materials, labor ,HOM,l | Km | 31139.0 | 31139.0 | 0.3 | False | None | None | False | None | False | 9341.7 | 0 |
| 1708671190000 | 0 | None | None | Buildings | WATER SUPPLY SANITORY | 463651.41 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2779723 | 88647 | None | REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022 | 1176 3707 PVC pipe - OD 25mm and 10 Kg/sqcm m
---- including cost of all materials, labor ,HOM,l | m | 23.69 | 23.69 | 200.0 | False | None | None | False | None | False | 4738.0 | 0 | 2779724 | 88647 | None | REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022 | 1178 3708 PVC pipe - OD 32mm and 10 Kg/sqcm m
---- including cost of all materials, labor ,HOM,l | m | 33.99 | 33.99 | 200.0 | False | None | None | False | None | False | 6798.0 | 0 | 2779725 | 88647 | None | REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022 | B199 Supply of PPR Double Union Ball Valveconfirming to IS 15801-2008 and DIN Standards 8077/8092
B199A PPR Double Union Ball Valve 20mm
---- including cost of all materials, labor ,HOM,l | Nos | 812.67 | 812.67 | 5.0 | False | None | None | False | None | False | 4063.35 | 0 | 2779726 | 88647 | None | REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022 | B199 Supply of PPR Double Union Ball Valveconfirming to IS 15801-2008 and DIN Standards 8077/8092 B199B PPR Double Union Ball Valve 25mm
---- including cost of all materials, labor ,HOM,l | Nos | 1108.28 | 1108.28 | 10.0 | False | None | None | False | None | False | 11082.8 | 0 | 2779727 | 88647 | None | REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022 | B199 Supply of PPR Double Union Ball Valveconfirming to IS 15801-2008 and DIN Standards 8077/8092
B199C PPR Double Union Ball Valve 32mm
---- including cost of all materials, labor ,HOM,l | Nos | 1837.52 | 1837.52 | 5.0 | False | None | None | False | None | False | 9187.6 | 0 | 2779728 | 88647 | None | REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022 | B195 Supply of PPR Male Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092
B195B PPR Male Threaded Elbow 20X1/2mm
---- including cost of all materials, labor ,HOM,l | Nos | 84.46 | 84.46 | 20.0 | False | None | None | False | None | False | 1689.2 | 0 | 2779729 | 88647 | None | REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022 | B195 Supply of PPR Male Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092
B195C PPR Male Threaded Elbow 25X1/2mm
---- including cost of all materials, labor ,HOM,l | Nos | 100.94 | 100.94 | 20.0 | False | None | None | False | None | False | 2018.8 | 0 | 2779730 | 88647 | None | REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022 | B195 Supply of PPR Male Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092 B195E PPR Male Threaded Elbow 32X1/2mm
---- including cost of all materials, labor ,HOM,l | Nos | 133.9 | 133.9 | 15.0 | False | None | None | False | None | False | 2008.5 | 0 | 2779731 | 88647 | None | REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022 | B194 Supply of PPR Female Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092
B194B PPR Female Threaded Elbow 20X1/2mm
---- including cost of all materials, labor ,HOM,l | Nos | 57.68 | 57.68 | 20.0 | False | None | None | False | None | False | 1153.6 | 0 | 2779732 | 88647 | None | REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022 | B194 Supply of PPR Female Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092 B194C PPR Female Threaded Elbow 25X1/2mm
---- including cost of all materials, labor ,HOM,l | Nos | 72.1 | 72.1 | 20.0 | False | None | None | False | None | False | 1442.0 | 0 | 2779733 | 88647 | None | REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022 | B194 Supply of PPR Female Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092 B194E PPR Female Threaded Elbow 32X1/2mm
---- including cost of all materials, labor ,HOM,l | Nos | 115.36 | 115.36 | 15.0 | False | None | None | False | None | False | 1730.4 | 0 | 2779734 | 88647 | None | REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022 | B193 Supply of PPR Male Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092
B193B PPR Male Threaded TEE 20X1/2mm
---- including cost of all materials, labor ,HOM,l | Nos | 94.76 | 94.76 | 20.0 | False | None | None | False | None | False | 1895.2 | 0 | 2779735 | 88647 | None | REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022 | B193 Supply of PPR Male Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092
B193C PPR Male Threaded TEE 25X1/2mm
---- including cost of all materials, labor ,HOM,l | Nos | 105.06 | 105.06 | 20.0 | False | None | None | False | None | False | 2101.2 | 0 | 2779736 | 88647 | None | REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022 | B193 Supply of PPR Male Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092
B193E PPR Male Threaded TEE 32X1/2mm
---- including cost of all materials, labor ,HOM,l | Nos | 153.47 | 153.47 | 10.0 | False | None | None | False | None | False | 1534.7 | 0 | 2779737 | 88647 | None | REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022 | B192 Supply of PPR Female Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092
B192B PPR Female Threaded TEE 20X1/2mm
---- including cost of all materials, labor ,HOM,l | Nos | 61.8 | 61.8 | 20.0 | False | None | None | False | None | False | 1236.0 | 0 | 2779738 | 88647 | None | REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022 | B192 Supply of PPR Female Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092
B192C PPR Female Threaded TEE 25X1/2mm
---- including cost of all materials, labor ,HOM,l | Nos | 76.22 | 76.22 | 20.0 | False | None | None | False | None | False | 1524.4 | 0 | 2779739 | 88647 | None | REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022 | B192 Supply of PPR Female Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092
B192E PPR Female Threaded TEE 32X1/2mm
---- including cost of all materials, labor ,HOM,l | Nos | 122.57 | 122.57 | 10.0 | False | None | None | False | None | False | 1225.7 | 0 | 2779740 | 88647 | None | 13.34 REFER 1st Corrigendum and Addendum order - 2 | 13.34 Providing and placing on terrace, polyethylene water storage tanks 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 of equipments and testing complete as per specifications.
---- including cost of all materials, labor ,HOM,l | l | 8.24 | 8.24 | 4000.0 | False | None | None | False | None | False | 32960.0 | 0 | 2779741 | 88647 | None | 13.6.4.1 | 13.6.4.1 Providing and fixing gun metal non- return valve of approved quality
(screwed end) :50 mm nominal bore-HORIZONTAL"
---- including cost of all materials, labor ,HOM,l | Nos | 1118.58 | 1118.58 | 15.0 | False | None | None | False | None | False | 16778.7 | 0 | 2779742 | 88647 | None | 13.3.1 | 13.3.1 Providing and fixing brass stop cock of approved quality :15 mm nominal bore
---- including cost of all materials, labor ,HOM,l | Nos | 335.78 | 335.78 | 7.0 | False | None | None | False | None | False | 2350.46 | 0 | 2779743 | 88647 | None | 13.6.2.2 | 13.6.2.2Providing and fixing gun metal non- return valve of approved quality
(screwed end) :32 mm nominal bore ---- including cost of all materials, labor ,HOM,l | Nos | 757.05 | 757.05 | 10.0 | False | None | None | False | None | False | 7570.5 | 0 | 2779744 | 88647 | None | 1.6.1 | 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m
---- including cost of all materials, labor ,HOM,l | Cum | 484.1 | 484.1 | 27.0 | False | None | None | False | None | False | 13070.7 | 0 | 2779745 | 88647 | None | REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022 | 1161 5899 Poly Propylene Random Co-ploymer (PPR) pipe with fitting SDR
7.4 -50 mm Outer dia
m
---- including cost of all materials, labor ,HOM,l | Mtr | 392.43 | 392.43 | 30.0 | False | None | None | False | None | False | 11772.9 | 0 | 2779746 | 88647 | None | REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022 | 14.3.1 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 white solid plastic seat and lid
---- including cost of all materials, labor ,HOM,l | Nos | 5155.15 | 5155.15 | 3.0 | False | None | None | False | None | False | 15465.45 | 0 | 2779747 | 88647 | None | 14.7.3 | 14.7.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
---- including cost of all materials, labor ,HOM,l | Nos | 2604.87 | 2604.87 | 8.0 | False | None | None | False | None | False | 20838.96 | 0 | 2779748 | 88647 | None | 14.4.1 | 14.4.1 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 ---- including cost of all materials, labor ,HOM,l | Nos | 3642.08 | 3642.08 | 2.0 | False | None | None | False | None | False | 7284.16 | 0 | 2779749 | 88647 | None | 14.40.2 | 14.40.2 600 mm long towel rail with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 g.
---- including cost of all materials, labor ,HOM,l | Nos | 391.4 | 391.4 | 3.0 | False | None | None | False | None | False | 1174.2 | 0 | 2779750 | 88647 | None | 13.46 | 13.46 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 75mm outlet, hubless centrifugally cast (spun) iron epoxy coated inside and outside IS: 15905
---- including cost of all materials, labor ,HOM,l | Each | 489.25 | 489.25 | 4.0 | False | None | None | False | None | False | 1957.0 | 0 | 2779751 | 88647 | None | REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022 | K030 D Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 :3.4 K030D HDPE Grade PE80-PN10.0,110mm dia m 490.
---- including cost of all materials, labor ,HOM,l | m | 504.7 | 504.7 | 126.5 | False | None | None | False | None | False | 63844.55 | 0 | 2779752 | 88647 | None | REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022 | T-130A Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover
---- including cost of all materials, labor ,HOM,l | Nos | 4505.22 | 4505.22 | 7.0 | False | None | None | False | None | False | 31536.54 | 0 | 2779753 | 88647 | None | REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022 | T-130C Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.
---- including cost of all materials, labor ,HOM,l | Nos | 3979.92 | 3979.92 | 7.0 | False | None | None | False | None | False | 27859.44 | 0 | 2779754 | 88647 | None | REFER 1st Corrigendum and Addendum order - 21-04-2 | Providing and fixing Chorinated Poly Venyl 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 & the cost of cutting chases & making good the same including testing of joints complete. (Concealed work including cutting chases and good the walls etc.) 20mm nominal OD pipes
---- including cost of all materials, labor ,HOM,l | m | 246.17 | 246.17 | 250.0 | False | None | None | False | None | False | 61542.5 | 0 | 2779755 | 88647 | None | REFER 1st Corrigendum and Addendum order - 21-04-2 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work). 25mm nominal OD pipes
---- including cost of all materials, labor ,HOM,l | m | 325.48 | 325.48 | 100.0 | False | None | None | False | None | False | 32548.0 | 0 | 2779756 | 88647 | None | REFER 1st Corrigendum and Addendum order - 21-04-2 | 1171 3713 PVC pipe - OD 110mm and 6 Kg/sqcm m
---- including cost of all materials, labor ,HOM,l | m | 262.65 | 262.65 | 100.0 | False | None | None | False | None | False | 26265.0 | 0 | 2779757 | 88647 | None | REFER 1st Corrigendum and Addendum order - 21-04-2 | 1204 5828 PVC pipes of 8 Kg/cm2 for 75mm(0.917)m
---- including cost of all materials, labor ,HOM,l | m | 163.77 | 163.77 | 50.0 | False | None | None | False | None | False | 8188.5 | 0 | 2779758 | 88647 | None | REFER 1st Corrigendum and Addendum order - 21-04-2 | M100 Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 7.6 M100F 75 mm dia PVC Elbows
---- including cost of all materials, labor ,HOM,l | Each | 206.0 | 206.0 | 40.0 | False | None | None | False | None | False | 8240.0 | 0 | 2779759 | 88647 | None | REFER 1st Corrigendum and Addendum order - 21-04-2 | M100 Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments
7.8 M100H 110 mm dia PVC Elbows
---- including cost of all materials, labor ,HOM,l | Each | 324.45 | 324.45 | 25.0 | False | None | None | False | None | False | 8111.25 | 0 | 2779760 | 88647 | None | iTEM NOT FOUND IN 2021-2022) | Providing and fixing CI Nahani trap -LS
---- including cost of all materials, labor ,HOM,l | Each | 257.5 | 257.5 | 15.0 | False | None | None | False | None | False | 3862.5 | 0 | 2779761 | 88647 | None | REFER 1st Corrigendum and Addendum order - 21-04-2 | 14.31Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
---- including cost of all materials, labor ,HOM,l | Each | 1000.13 | 1000.13 | 5.0 | False | None | None | False | None | False | 5000.65 | 0 |
| 1708671190000 | 0 | None | None | Buildings | SINKING BOREWELL | 201490.8 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2779762 | 88648 | None | PRED GLB SR 2012-13 Page no 80 Item no6 | Supply of 150mm dai ERWB-Class Casing pipe and the insertion of casing pipes to initial depth of 20Mtrs i) Insertion of casing pipe beyond 20 mtrs ( measurements of over burden is restricted to the depth of casing pipe fixed excluding initial depth of 20 mtrs, and projection above ground level. ( PRED GLB SR 2012-13 Page no 80 Item no6)
---- including cost of all materials, labor ,HOM,l | Rmtr | 919.0 | 919.0 | 137.0 | False | None | None | False | None | False | 125903.0 | 0 | 2779763 | 88648 | None | PRED GLB SR 2010-11 Page no 80 Item no 8 | Supply and fixing of 150 mm dia casing cap ( PRED GLB SR 2010-11 Page no 80 Item no 8)
---- including cost of all materials, labor ,HOM,l | No | 275.0 | 275.0 | 1.0 | False | None | None | False | None | False | 275.0 | 0 | 2779764 | 88648 | None | PRED GLB SR 2012-13 Page no 80 Item no6 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete)
0-50mtrs
---- including cost of all materials, labor ,HOM,l | Mtr | 364.35 | 364.35 | 50.0 | False | None | None | False | None | False | 18217.5 | 0 | 2779765 | 88648 | None | PRED GLB SR 2012-13 Page no 80 Item no6 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete)
50-100mtrs
---- including cost of all materials, labor ,HOM,l | Mtr | 464.1 | 464.1 | 50.0 | False | None | None | False | None | False | 23205.0 | 0 | 2779766 | 88648 | None | PRED GLB SR 2012-13 Page no 80 Item no6 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete)
100-150mtrs
---- including cost of all materials, labor ,HOM,l | Mtr | 478.8 | 478.8 | 50.0 | False | None | None | False | None | False | 23940.0 | 0 | 2779767 | 88648 | None | PRED GLB SR 2012-13 Page no 80 Item no6 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete)
150-200mtrs
---- including cost of all materials, labor ,HOM,l | Mtr | 562.8 | 562.8 | 17.68 | False | None | None | False | None | False | 9950.304 | 0 |
| 1708671190000 | 0 | None | None | Buildings | SUMP TANK SEPTIK TANK | 536557.55 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2779768 | 88649 | None | 1.6.1 | 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m
---- including cost of all materials, labor ,HOM,l | Cum | 498.52 | 498.52 | 42.56 | False | None | None | False | None | False | 21217.0112 | 0 | 2779769 | 88649 | None | 2.1.3 | 2.1.3 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
---- including cost of all materials, labor ,HOM,l | Cum | 6168.67 | 6168.67 | 3.192 | False | None | None | False | None | False | 19690.39464 | 0 | 2779770 | 88649 | None | 6.2 | 6.2 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
---- including cost of all materials, labor ,HOM,l | Cum | 8217.34 | 8217.34 | 1.84 | False | None | None | False | None | False | 15119.9056 | 0 | 2779771 | 88649 | None | 8.2.2 | 8.2.2 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.
---- including cost of all materials, labor ,HOM,l | Sqm | 287.37 | 287.37 | 68.0 | False | None | None | False | None | False | 19541.16 | 0 | 2779772 | 88649 | None | 2.5.1 | 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
---- including cost of all materials, labor ,HOM,l | Cum | 6828.9 | 6828.9 | 15.984 | False | None | None | False | None | False | 109153.1376 | 0 | 2779773 | 88649 | None | 2.5.1 | DO FORMWORK FOR SUMP TANK & SEPTIC TANK
Added 10% in rate for the Form work
---- including cost of all materials, labor ,HOM,l | Cum | 682.89 | 682.89 | 15.984 | False | None | None | False | None | False | 10915.31376 | 0 | 2779774 | 88649 | None | 2.11 | 2.11 Steel Fabrication 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.
a. Buildings
---- including cost of all materials, labor ,HOM,l | Tonne | 92140.71 | 92140.71 | 3.7 | False | None | None | False | None | False | 340920.627 | 0 |
|
|
---|