| 1726142616000 | 0 | None | None | Buildings | CONSTRUCTION OF VDCC BANK BRANCH BUILDING AT GOLAGERI | 5639980.26 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3988113 | 154408 | None | CODE01 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.(Vol -1,I.No.-1.1,P.No.-5) | Sqm | 95.55 | 95.55 | 69.678 | False | None | None | False | None | False | 6657.7329 | 0 | | 3988114 | 154408 | None | CODE02 | Earth work in surface excavation by mechanical Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In Ordinary/Soft rock upto 300 mm depth (Vol-1, I.No. - 1.13, P.No.-8) | Cum | 380.1 | 380.1 | 162.06 | False | None | None | False | None | False | 61599.006 | 0 | | 3988115 | 154408 | None | CODE03 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates. (Vol-1, I.No. - 2.1.1, P.No.-15) | Cum | 5604.9 | 5604.9 | 17.83 | False | None | None | False | None | False | 99935.367 | 0 | | 3988116 | 154408 | None | CODE04 | 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, I.No. - 4.1, P.No.-5) | Sqm | 123.9 | 123.9 | 161.469 | False | None | None | False | None | False | 20006.0091 | 0 | | 3988117 | 154408 | None | CODE05 | 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(Vol-1, I.No. - 1.9, P.No.-7) | Cum | 279.3 | 279.3 | 125.69 | False | None | None | False | None | False | 35105.217 | 0 | | 3988118 | 154408 | None | CODE06 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Vol-2, I.No. - 5.2, P.No.-9) | Cum | 6948.9 | 6948.9 | 58.42 | False | None | None | False | None | False | 405954.738 | 0 | | 3988119 | 154408 | None | CODE07 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately M20 Design Mix Using 20 mm and down size graded crushed coarse
aggregates(Vol-1, I.No. - 2.2.1, P.No.-15) | Cum | 6799.39 | 6799.39 | 17.1 | False | None | None | False | None | False | 116269.569 | 0 | | 3988120 | 154408 | None | CODE08 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates (M25 Design Mix Using 20 mm and down size graded crushed coarse )
aggregates (Vol-1, I.No. - 2.2.3, P.No.-15) | Cum | 11309.76 | 11309.76 | 8.28 | False | None | None | False | None | False | 93644.8128 | 0 | | 3988121 | 154408 | None | CODE09 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates (M25 Design Mix Using 20 mm and down size graded crushed coarse )
aggregates (Vol-1, I.No. - 2.2.3, P.No.-15) | Cum | 9979.2 | 9979.2 | 47.25 | False | None | None | False | None | False | 471517.2 | 0 | | 3988122 | 154408 | None | CODE10 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementcluding 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. (Vol-1, I.No. - 2..11A , P.No.-18) | Kg | 93.92 | 93.92 | 8120.7 | False | None | None | False | None | False | 762696.144 | 0 | | 3988123 | 154408 | None | CODE11 | 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. (Vol-2, I.No. - 6.8 , P.No.-14) | Sqm | 8367.45 | 8367.45 | 140.7219 | False | None | None | False | None | False | 1177483.462155 | 0 | | 3988124 | 154408 | None | CODE12 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone 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. (Vol-2, I.No. -8.3.1 , P.No.-41) | Sqm | 371.7 | 371.7 | 429.95 | False | None | None | False | None | False | 159812.415 | 0 | | 3988125 | 154408 | None | CODE13 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge | Sqm | 105.0 | 105.0 | 429.95 | False | None | None | False | None | False | 45144.75 | 0 | | 3988126 | 154408 | None | CODE14 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Vol-2, I.No. -8.4.1 , P.No.- 41) | Sqm | 339.15 | 339.15 | 453.95 | False | None | None | False | None | False | 153957.1425 | 0 | | 3988127 | 154408 | None | CODE15 | 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 openings / wooden frames with rawl plugs screws etc. (Vol - 2, I.No. - 11.34B, P.No : 86) | Kg | 192.15 | 192.15 | 425.25 | False | None | None | False | None | False | 81711.7875 | 0 | | 3988128 | 154408 | None | CODE16 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made(Vol - 2, I.No. - 12.90, P.No : 110) | Sqm | 7070.7 | 7070.7 | 20.25 | False | None | None | False | None | False | 143181.675 | 0 | | 3988129 | 154408 | None | CODE17 | Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves ( excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications(Vol - 2, I.No - 12.11, P.No.99) | Sqm | 144977.7 | 144977.7 | 0.37 | False | None | None | False | None | False | 53641.749 | 0 | | 3988130 | 154408 | None | CODE18 | Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures )(Vol - 2, I.No.-12.17,P.No.100) | Sqm | 7439.25 | 7439.25 | 27.3 | False | None | None | False | None | False | 203091.525 | 0 | | 3988131 | 154408 | None | CODE19 | 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, Lakared, River Pink, Orissa Blue or equivalent(Vol - 2, I.No. - 9.24, P.No : 63) | Sqm | 2994.6 | 2994.6 | 154.85 | False | None | None | False | None | False | 463713.81 | 0 | | 3988132 | 154408 | None | CODE20 | 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(Vol - 2, I.No. - 12.51 , P.No - 104) | No | 1066.8 | 1066.8 | 12.0 | False | None | None | False | None | False | 12801.6 | 0 | | 3988133 | 154408 | None | CODE21 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol-2, I.No. - 8.27 , P.No.-45) | Sqm | 55.65 | 55.65 | 584.804 | False | None | None | False | None | False | 32544.3426 | 0 | | 3988134 | 154408 | None | CODE22 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol-2, I.No. - 8.25 , P.No.-45) | Sqm | 143.85 | 143.85 | 584.804 | False | None | None | False | None | False | 84124.0554 | 0 | | 3988135 | 154408 | None | CODE23 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/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. (Vol-2, I.No. - 8.30 , P.No.-46) | Sqm | 186.9 | 186.9 | 453.95 | False | None | None | False | None | False | 84843.255 | 0 | | 3988136 | 154408 | None | CODE24 | Painting with oil type wood preservative of approved brand and manufacture :New work (two coats) 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(Vol - 2, I.No. - 8.38, P.No : 48) | Sqm | 42.0 | 42.0 | 54.6 | False | None | None | False | None | False | 2293.2 | 0 | | 3988137 | 154408 | None | CODE25 | Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos. 2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs. 3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs. 4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time. (Vol - 2, I.No. - 8.82, P.No : 54) | Sqm | 710.85 | 710.85 | 54.6 | False | None | None | False | None | False | 38812.41 | 0 | | 3988138 | 154408 | None | CODE26 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge(Vol - 2, I.No. -11.28, P.No : 85) | Kg | 593.25 | 593.25 | 30.0 | False | None | None | False | None | False | 17797.5 | 0 | | 3988139 | 154408 | None | CODE27 | Providing and fixing in position 12mm thick plaster of paris (Gypsum anhydrous) for ceiling reinforced with hessian cloth flat surface with ceiling tiles up to a height of 5 m above floor level over aluminium strips 25mm x 6mm and rendered smooth with plaster of paris including cost of materials, labour, curing complete as per specifications. | Sqm | 1229.55 | 1229.55 | 65.7546 | False | None | None | False | None | False | 80848.56843 | 0 | | 3988140 | 154408 | None | CODE28 | 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(Vol - 2, I.No. - 11.34B, P.No :63) | Sqm | 840.0 | 840.0 | 239.043 | False | None | None | False | None | False | 200796.12 | 0 | | 3988141 | 154408 | None | CODE29 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharg | Sqm | 4701.9 | 4701.9 | 6.84 | False | None | None | False | None | False | 32160.996 | 0 | | 3988142 | 154408 | None | CODE30 | Providing and Fixing Borewell | Each | 80000.0 | 80000.0 | 1.0 | False | None | None | False | None | False | 80000.0 | 0 | | 3988143 | 154408 | None | CODE31 | WATER SUPPLY & SANITARY CHARGES | Each | 208917.04 | 208917.04 | 1.0 | False | None | None | False | None | False | 208917.04 | 0 | | 3988144 | 154408 | None | CODE32 | ELECTRICITY CHARGES | Each | 208917.04 | 208917.04 | 1.0 | False | None | None | False | None | False | 208917.04 | 0 |
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