| 1723451804000 | 0 | None | None | Buildings | Construction of shed for parking of one number of truck mounted Aerial work platform, One number of sky Ladder mounted vehicle, One number of Hotline Tempo Traveller Vehicle, One number of Tools/equipments transportation vehicle, Sub-division office & for storing of Hotline Tools/ equipments pertaining to Hotline Sub-division, Munirabad at 220KV SRS Premises, Lingapura. | 22913334.34 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3756143 | 141077 | None | 001 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m Vol-1 VP 5 I-1.4.1 | Cum | 299.84 | 299.84 | 230.0 | False | None | None | False | None | False | 68963.2 | 0 | | 3756144 | 141077 | None | 002 | 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. VP-7 I-1.8 Vol-1 | Cum | 587.29 | 587.29 | 380.0 | False | None | None | False | None | False | 223170.2 | 0 | | 3756145 | 141077 | None | 003 | Providing and laying in position plain cement concrete for levellingcourse for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates. Vol-1 VP 15 I-2.1.2 | Cum | 7017.7 | 7017.7 | 90.0 | False | None | None | False | None | False | 631593.0 | 0 | | 3756146 | 141077 | None | 004 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including form work. I-2.2.1 VP -15 Vol-I) Raft concreting | Cum | 8412.76 | 8412.76 | 21.0 | False | None | None | False | None | False | 176667.96 | 0 | | 3756147 | 141077 | None | 005 | Column and pedestal | Cum | 13242.31 | 13242.31 | 39.0 | False | None | None | False | None | False | 516450.09 | 0 | | 3756148 | 141077 | None | 006 | Plinth Beam | Cum | 11684.39 | 11684.39 | 15.0 | False | None | None | False | None | False | 175265.85 | 0 | | 3756149 | 141077 | None | 007 | Lintel and roof level beam | Cum | 12463.35 | 12463.35 | 27.0 | False | None | None | False | None | False | 336510.45 | 0 | | 3756150 | 141077 | None | 008 | Slab | Cum | 11684.39 | 11684.39 | 10.0 | False | None | None | False | None | False | 116843.9 | 0 | | 3756151 | 141077 | None | 009 | Chejja and Racks in store | Cum | 11294.91 | 11294.91 | 11.5 | False | None | None | False | None | False | 129891.465 | 0 | | 3756152 | 141077 | None | 010 | 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. Vol-I item No.2.11(h) pg no.18
Footing 12mm @ 150mm C/C | Kgs | 97.89 | 97.89 | 10990.0 | False | None | None | False | None | False | 1075811.1 | 0 | | 3756153 | 141077 | None | 011 | Providing and laying in position cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates. Vol-1, Pg No.17 I-2.4.1 | Cum | 7934.56 | 7934.56 | 28.0 | False | None | None | False | None | False | 222167.68 | 0 | | 3756154 | 141077 | None | 012 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Vol-II Pg No. 17 I-6.33 | Sqm | 1525.21 | 1525.21 | 615.0 | False | None | None | False | None | False | 938004.15 | 0 | | 3756155 | 141077 | None | 013 | 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 Item-11.34B Pg No. 86 | Kgs | 226.74 | 226.74 | 485.0 | False | None | None | False | None | False | 109968.9 | 0 | | 3756156 | 141077 | None | 014 | Providing and 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 Item-11.34B Pg No. 86 | Sqm | 8343.43 | 8343.43 | 23.0 | False | None | None | False | None | False | 191898.89 | 0 | | 3756157 | 141077 | None | 015 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3coarse sand) finished with a floating coat of neat cement on the roughside of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding,including cost of materials, labour, curing complete as per specificationsand as per directions of Engineer-in-charge.V-2 I-8.7 Pg No. 42 | Sqm | 453.47 | 453.47 | 1700.0 | False | None | None | False | None | False | 770899.0 | 0 | | 3756158 | 141077 | None | 016 | Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cementto brick masonry including rounding off corners wherever requiredsmooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as perdirections of Engineer-in-charge. Vol-2 I-8.6.1 VP-42 | Sqm | 400.2 | 400.2 | 70.0 | False | None | None | False | None | False | 28014.0 | 0 | | 3756159 | 141077 | None | 017 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/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. (V2/Pg46/8.32) | Sqm | 193.28 | 193.28 | 1026.58 | False | None | None | False | None | False | 198417.3824 | 0 | | 3756160 | 141077 | None | 018 | 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.(V2/Pg46/8.30) | Sqm | 215.59 | 215.59 | 630.52 | False | None | None | False | None | False | 135933.8068 | 0 | | 3756161 | 141077 | None | 019 | 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. (V2/Pg50/8.51) | Sqm | 123.89 | 123.89 | 194.2 | False | None | None | False | None | False | 24059.438 | 0 | | 3756162 | 141077 | None | 020 | Supplying and fixing rolling shutters of approved make, made of requiredsize M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on speciallydesigned pipe shaft with brackets, side guides and arrangements forinside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm longwire springs manufactured from high tensile steel wire of adequatestrength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mmthick top cover including cost of materials, labour, usage charges ofmachinery complete as per specifications and as per directions of the Engineer-in-Charge. Vol-2 I-11.6.1 VP 78 | Sqm | 3262.29 | 3262.29 | 115.0 | False | None | None | False | None | False | 375163.35 | 0 | | 3756163 | 141077 | None | 021 | Providing and fixing ball bearing for rolling shutters including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Vol-2 Pg No.76 Item No.11.7 | Nos | 499.32 | 499.32 | 8.0 | False | None | None | False | None | False | 3994.56 | 0 | | 3756164 | 141077 | None | 022 | Extra for providing mechanical device chain and crank operation for operating rolling shutters: Exceeding 16.80 m² in area including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Vol-2 VP-78 I- 11.8.2 | Sqm | 1239.0 | 1239.0 | 44.0 | False | None | None | False | None | False | 54516.0 | 0 | | 3756165 | 141077 | None | 023 | Extra for providing 2 HP Mild Steel Auto Reverse Shutter Gearbox for operating rolling shutters including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Vol-2 Pg No.79 I-11.8.4 | Each | 30585.95 | 30585.95 | 6.0 | False | None | None | False | None | False | 183515.7 | 0 | | 3756166 | 141077 | None | 024 | Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer- incharge, (area of grill to be measured) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Vol-2 Pg No.77 I-11.9 | Sqm | 764.46 | 764.46 | 44.0 | False | None | None | False | None | False | 33636.24 | 0 | | 3756167 | 141077 | None | 025 | Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2(1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size)by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. Vol-2 Item No.9.2 Pg No.59 | Sqm | 991.19 | 991.19 | 550.0 | False | None | None | False | None | False | 545154.5 | 0 | | 3756168 | 141077 | None | 026 | Providing and laying vitrified floor tiles in different sizes (thicknessto 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 Vol-II I-9.12.2 VP 60 | Sqm | 1418.66 | 1418.66 | 80.0 | False | None | None | False | None | False | 113492.8 | 0 | | 3756169 | 141077 | None | 027 | Providing skirting, dadooing, rises of steps with white glazed tiles 6mmthick on 10mm thick cement plaster 1:3 and jointed with white cementslurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as perspecifications. Vol-2 I-9.38 VP 65 | Sqm | 1724.69 | 1724.69 | 30.0 | False | None | None | False | None | False | 51740.7 | 0 | | 3756170 | 141077 | None | 028 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conformingto IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/m2 including pointing the joints with white cement and matching pigmentetc., complete.Vol-2 I-9.9 VP 60 | Sqm | 1333.16 | 1333.16 | 10.0 | False | None | None | False | None | False | 13331.6 | 0 | | 3756171 | 141077 | None | 029 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:. White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. (V2/Pg132/14.7.1) | Each | 3818.6 | 3818.6 | 2.0 | False | None | None | False | None | False | 7637.2 | 0 | | 3756172 | 141077 | None | 030 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Oval shape 450x350 mm (outer dimensions). (V2/Pg136/14.32.3) | Each | 1320.77 | 1320.77 | 2.0 | False | None | None | False | None | False | 2641.54 | 0 | | 3756173 | 141077 | None | 031 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required.W.C. pan with ISI marked white solid plastic seat and lid (V2/Pg131/14.2.1) | Each | 5994.28 | 5994.28 | 2.0 | False | None | None | False | None | False | 11988.56 | 0 | | 3756174 | 141077 | None | 032 | 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. Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern. (Vol-2/Pg131/14.4.2) | Each | 8405.38 | 8405.38 | 2.0 | False | None | None | False | None | False | 16810.76 | 0 | | 3756175 | 141077 | None | 033 | Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. (V2/Pg104/12.54) | Mtr | 394.0 | 394.0 | 11.7 | False | None | None | False | None | False | 4609.8 | 0 | | 3756176 | 141077 | None | 034 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer 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 75mm Aluminium hinges. with both side prelam. (V2/Pg104/12.55.1) | Sqm | 2931.47 | 2931.47 | 3.47 | False | None | None | False | None | False | 10172.2009 | 0 | | 3756177 | 141077 | None | 035 | 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. Vol-II item No.12.11 pg no.99 | Cum | 171073.69 | 171073.69 | 0.12 | False | None | None | False | None | False | 20528.8428 | 0 | | 3756178 | 141077 | None | 036 | Providing and fixing in position Mathi / Nandi wood fully panelled shutters for windows with stiles and rails of 25mm. thick, 75mm wide in two halves with panels of 20mm thick including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Vol-II item No.12.32 pg no.102 | Sqm | 7238.24 | 7238.24 | 3.0 | False | None | None | False | None | False | 21714.72 | 0 | | 3756179 | 141077 | None | 037 | Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. Vol-2 I-7.1.1 VP-21 | Sqm | 1089.08 | 1089.08 | 550.0 | False | None | None | False | None | False | 598994.0 | 0 | | 3756180 | 141077 | None | 038 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. (0.63 mm thick with zinc coating not less than 275 g/m²). Vol-2 Item no.7.6 Pg no-21 | Mtr | 799.15 | 799.15 | 37.0 | False | None | None | False | None | False | 29568.55 | 0 | | 3756181 | 141077 | None | 039 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Vol-2 Item No-11.16.1 Pg No.82 | Kgs | 168.5 | 168.5 | 8500.0 | False | None | None | False | None | False | 1432250.0 | 0 | | 3756182 | 141077 | None | 040 | Providing and Fabricating GI Structural steel M.S.flats,or M.S. square rods or combination of M.S.flats and square rods as per approved design .drawing including cutting steel section and welding the same to required pattern with a coat of red lead primer ,,cost of materials ,fixtures ,labour and HOM of machinery complete as per specifications.Vol-2Item No.7.9 P.No.34) | Kgs | 117.7 | 117.7 | 1224.32 | False | None | None | False | None | False | 144102.464 | 0 | | 3756183 | 141077 | None | 041 | 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 made out of 50x25x4mm C section or equivalent. The panel should consistof 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. Item no-10.15.1 Pg no-71 Vol-2) | Sqm | 4942.37 | 4942.37 | 58.0 | False | None | None | False | None | False | 286657.46 | 0 | | 3756184 | 141077 | None | 042 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Vol-2 Item no-8.41 Pg no-48 | Sqm | 206.91 | 206.91 | 200.0 | False | None | None | False | None | False | 41382.0 | 0 | | 3756185 | 141077 | None | 043 | Constructing brick masonry chamber of internal dimension 600x600mmand depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk forfixing CI cover & frame etc. excluding the cost of CI frame and cover. SR 2021-22 I-16.8 VP187 | Nos | 6757.51 | 6757.51 | 5.0 | False | None | None | False | None | False | 33787.55 | 0 | | 3756186 | 141077 | None | 044 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) withjointing of approved type, with all labour, lead & lifts, including encasingthe pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for.PVC pipes 110mm dia., 6 kg/sqcm & class 3 for: Pg 134 item No.10.2.8 Vol-5 | Mtr | 429.93 | 429.93 | 70.0 | False | None | None | False | None | False | 30095.1 | 0 | | 3756187 | 141077 | None | 045 | Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED)pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site,rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials,perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes,with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractorwill make his own arrangements for procuring water for testing). Before theexecution of the work, the contractor shall carry out the survey. SR 2021-22 I-3.7 T-050G VP 185 | Mtr | 1650.34 | 1650.34 | 2.4 | False | None | None | False | None | False | 3960.816 | 0 | | 3756188 | 141077 | None | 046 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latestamendments and conveying to worksite, rolling and lowering intotrenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations andcuts of pipes wherever necessary including jointing of PVC pipes andspecials (excluding cost of specials) with jointing of approved type, withall labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available fromthe excavation etc. complete and giving necessary hydraulic test to therequired pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 90mm dia., 6 kg/sqcm & class 3 I-10.1.6 P-113 Vol-4 | Mtr | 364.27 | 364.27 | 115.0 | False | None | None | False | None | False | 41891.05 | 0 | | 3756189 | 141077 | None | 047 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS: 12701 marked, with cover and suitable locking arrangment and making necessary holes for inlet, outlet and overflow pipes but without fitting and the base support for tank. (V2/Pg123/13.34) | INCH | 11.15 | 11.15 | 1000.0 | False | None | None | False | None | False | 11150.0 | 0 | | 3756190 | 141077 | None | 048 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 20 mm nominal dia Pipes (V2/Pg122/13.31.2) | Mtr | 299.84 | 299.84 | 100.0 | False | None | None | False | None | False | 29984.0 | 0 | | 3756191 | 141077 | None | 049 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Vol No:II item No.5.4 pg no.9 | Cum | 7915.97 | 7915.97 | 90.0 | False | None | None | False | None | False | 712437.3 | 0 | | 3756192 | 141077 | None | 050 | HT-501 Senate main table 2000X800X780ht
Supply & installation of Executive Table of Size 2000WX800dX780h made of senate a desk inspired by the Philosophies of minimalism and usability. Optimised to into and subtly enhance environment is a desk for design focused consumer. By making fixtures such as cabinet handles inbuilt into te smooth dark wood cabinets this desk emerges as an object of sleek, uninterupted lines that speak of power in the work place. | Nos | 33453.0 | 33453.0 | 1.0 | False | None | None | False | None | False | 33453.0 | 0 | | 3756193 | 141077 | None | 051 | HT-531 Senate main table 1800X750X780ht
Supply & installation of Executive Table of Size 1800WX750dX780h made of compressed particle board with postformed lamination having 2 postformed edtes and 2mm PVC edge banding on 2 sides. Table colour as per inspection officer & Engineer Incharge. | Nos | 27258.0 | 27258.0 | 2.0 | False | None | None | False | None | False | 54516.0 | 0 | | 3756194 | 141077 | None | 052 | VMT-1275computer table 1200X750X750ht with KBT 1-Drawer, CPU & UPS Racks.
Supply & installation of computer Table of Size 1200WX750dX750h having made out of 25mm thick hard laminated top & legs of 18mm PLB with melamine finish, one drawer, Keyboard & the arrangement of keeping CPU, UPS Etc. | Nos | 6195.0 | 6195.0 | 2.0 | False | None | None | False | None | False | 12390.0 | 0 | | 3756195 | 141077 | None | 053 | Supplying of ANATOM HB Chair with armrest.
Anatom medium back chair
Mesh back
with head rest
Single lock synchro Mechnism
Adjustable Lumbar support
One Way adjustable arms (height)
Nylon Base | Nos | 9292.5 | 9292.5 | 3.0 | False | None | None | False | None | False | 27877.5 | 0 | | 3756196 | 141077 | None | 054 | Visitors 4 leg Chair with armrest.
Forum low back mesh chair
Visitors chair
fixed arms
Nylon Base | Nos | 4956.0 | 4956.0 | 6.0 | False | None | None | False | None | False | 29736.0 | 0 | | 3756197 | 141077 | None | 055 | Providing structural design & drawings of Building and architectural drawings like Plan, elevation section. | Nos | 123900.0 | 123900.0 | 1.0 | False | None | None | False | None | False | 123900.0 | 0 | | 3756198 | 141077 | None | 056 | Excavation for roadwork in all types of soil by mechanical means including cutting and loading to tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transportation with a lead of 1.00 km and complete as per specifications. MORTH specification No.301 (V1/Pg8/1.12) | Cum | 117.71 | 117.71 | 1025.65 | False | None | None | False | None | False | 120729.2615 | 0 | | 3756199 | 141077 | None | 057 | 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. (V1/Pg7/1.8) | Cum | 587.29 | 587.29 | 762.85 | False | None | None | False | None | False | 448014.1765 | 0 | | 3756200 | 141077 | None | 058 | KSRRB M400-17 Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed materials by tipper to site, laying in uniform layers with paver in sub-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406 (V3/Pg26/4.17) | Cum | 3170.6 | 3170.6 | 365.0 | False | None | None | False | None | False | 1157269.0 | 0 | | 3756201 | 141077 | None | 059 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (V1/Pg15/2.1.2) | Cum | 7017.7 | 7017.7 | 204.4 | False | None | None | False | None | False | 1434417.88 | 0 | | 3756202 | 141077 | None | 060 | Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing, form work, centering & scaffolding compound, steel channels, finishing to lines and grades as per drawing (I.No.6.2.1 P.N.49, V3)
M40 OPC @ 420 kg/m3 For Road add at 5% formwork | Cum | 11787.9 | 11787.9 | 324.85 | False | None | None | False | None | False | 3829299.315 | 0 | | 3756203 | 141077 | None | 061 | 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 All other type of structures (V1/Pg18/2.11h) | Kgs | 97.89 | 97.89 | 8112.91 | False | None | None | False | None | False | 794172.7599 | 0 | | 3756204 | 141077 | None | 062 | 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. (V2/Pg48/8.4) | Sqm | 142.48 | 142.48 | 219.0 | False | None | None | False | None | False | 31203.12 | 0 | | 3756205 | 141077 | None | 063 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of oils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m.Vol No:I item No.1.4.1 pg no.5 | Cum | 299.84 | 299.84 | 61.81 | False | None | None | False | None | False | 18533.1104 | 0 | | 3756206 | 141077 | None | 064 | 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 ggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates. Vol No:I item No.2.1.2 pg no.15 | Cum | 7017.7 | 7017.7 | 3.06 | False | None | None | False | None | False | 21474.162 | 0 | | 3756207 | 141077 | None | 065 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Vol No:I item No.2.2.1 pg no.15 (35% shuttering weightage added on finished concrete rate) | Cum | 10515.95 | 10515.95 | 20.08 | False | None | None | False | None | False | 211160.276 | 0 | | 3756208 | 141077 | None | 066 | 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. Vol-I item No.2.11(h) pg no.18 | Kgs | 97.89 | 97.89 | 495.98 | False | None | None | False | None | False | 48551.4822 | 0 | | 3756209 | 141077 | None | 067 | KSRB7.9 :Providing and Fabricating GI Structural steel M.S.flats,or M.S. square rods or combination of M.S.flats and square rods as per approved design .drawing including cutting steel section and welding the same to required pattern with a coat of red lead primer ,,cost of materials ,fixtures ,labour and HOM of machinery complete as per specifications (DSR Item No.7.9 P.No.34) | Kgs | 117.71 | 117.71 | 1105.4 | False | None | None | False | None | False | 130116.634 | 0 | | 3756210 | 141077 | None | 068 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m Vol-1 VP 5 I-1.4.1 | Cum | 299.84 | 299.84 | 730.0 | False | None | None | False | None | False | 218883.2 | 0 | | 3756211 | 141077 | None | 069 | 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. (V1/Pg7/1.8) | Cum | 587.29 | 587.29 | 219.0 | False | None | None | False | None | False | 128616.51 | 0 | | 3756212 | 141077 | None | 070 | Providing and laying in position plain cement concrete for levellingcourse for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates. Vol-1 VP 15 I-2.1.2 | Cum | 7017.7 | 7017.7 | 73.0 | False | None | None | False | None | False | 512292.1 | 0 | | 3756213 | 141077 | None | 071 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & ther 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 necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical pecifications Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (V1/Pg16/2.4.1)35% shuttering weightage added | Cum | 10711.65 | 10711.65 | 131.4 | False | None | None | False | None | False | 1407510.81 | 0 | | 3756214 | 141077 | None | 072 | 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 All other type of structures (V1/Pg18/2.11h) | Kgs | 97.89 | 97.89 | 4730.11 | False | None | None | False | None | False | 463030.4679 | 0 | | 3756215 | 141077 | None | 073 | 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 overed using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 25 mm dia 2 mm thick. KPWD Electrical SR 2023-24 PART-3 item No.1.2.2 pg no.2 | Mtr | 96.64 | 96.64 | 450.0 | False | None | None | False | None | False | 43488.0 | 0 | | 3756216 | 141077 | None | 074 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (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.
a) Short points upto 3 Mtr from tapping point to out let via switch KPWD Electrical SR 2023-24 PART-3 item No.2.2.1 pg no.5 | Nos | 333.29 | 333.29 | 15.0 | False | None | None | False | None | False | 4999.35 | 0 | | 3756217 | 141077 | None | 075 | b) Medium point above 3 Mtr up to 6Mtr from tapping point to out let via switch KPWD Electrical SR 2023-24 PART-3 item No.2.2.2 pg no.5 | Nos | 469.58 | 469.58 | 24.0 | False | None | None | False | None | False | 11269.92 | 0 | | 3756218 | 141077 | None | 076 | c) Long point above 6 Mtr up to 10 Mtr from tapping point to out let via switch. KPWD Electrical SR 2023-24 PART-3 item No.2.2.3 pg no.5 | Nos | 687.64 | 687.64 | 5.0 | False | None | None | False | None | False | 3438.2 | 0 | | 3756219 | 141077 | None | 077 | Supplying 6A flush type socket and 6 A flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush ounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654 6A 3/5 Way. KPWD Electrical SR 2023-24 PART-3 item No.3.1.2 pg no.8 | Nos | 182.13 | 182.13 | 10.0 | False | None | None | False | None | False | 1821.3 | 0 | | 3756220 | 141077 | None | 078 | Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board. 32A Bakelite DP. KPWD Electrical SR 2023-24 PART-3 item No.3.14.14 pg no.10 | Nos | 287.45 | 287.45 | 15.0 | False | None | None | False | None | False | 4311.75 | 0 | | 3756221 | 141077 | None | 079 | SupplyinganddrawingPVCinsulatedflexiblecopperwireofapproved make as per IS: 694: 2010.40/0.0052" KPWD Electrical SR 2023-24 PART-3 item No.2.4.7 pg no.6 | Mtr | 33.45 | 33.45 | 400.0 | False | None | None | False | None | False | 13380.0 | 0 | | 3756222 | 141077 | None | 080 | ii) 70/0.0052" KPWD Electrical SR 2023-24 item No.2.4.8 pg no.6 | Mtr | 37.16 | 37.16 | 200.0 | False | None | None | False | None | False | 7432.0 | 0 | | 3756223 | 141077 | None | 081 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. (Page no.5 .I.no. 3.6.1) i) 6A One Way Switch | Nos | 126.38 | 126.38 | 15.0 | False | None | None | False | None | False | 1895.7 | 0 | | 3756224 | 141077 | None | 082 | ii)6A Two Way Switch KPWD Electrical SR 2023-24 PART-3 item No.3.6.2 pg no.9 | Nos | 205.67 | 205.67 | 5.0 | False | None | None | False | None | False | 1028.35 | 0 | | 3756225 | 141077 | None | 083 | Supplying and fixing regular MCCB distribution Panel confirming to IS/IEC61439-and IK09 tested as per IS/IEC62262 with minimum IP43 protection provided with Polyurethane(PUR) gasket, with suitable earthing system, on wall/wood board /flush mounting using required cl A, bolts, nuts, etc., with provision for fixing of suitable type capacity MCCB' as an incomer for 3phase Double door with necessary bus bar completely wired to use on 440 V3 phase 4wire powder coated painting etc., complete with a provision for fixing of single/three phase suitable capacity MCB's as outgoings confirming to IS/IEC 60898 - 2. KPWD Electrical SR 2023-24 PART-3 item No.5.17.1 pg no.17 | Nos | 12797.63 | 12797.63 | 1.0 | False | None | None | False | None | False | 12797.63 | 0 | | 3756226 | 141077 | None | 084 | Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. 12" Sweep (300 mm). KPWD Electrical SR 2023-24 PART-3 item No.6.2.1 pg no.30 | Nos | 3678.59 | 3678.59 | 4.0 | False | None | None | False | None | False | 14714.36 | 0 | | 3756227 | 141077 | None | 085 | 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. 56" Sweep (1400 mm) Regular model. KPWD Electrical SR 2023-24 PART-3 item No.6.3.2 pg no.30 | Nos | 3755.41 | 3755.41 | 4.0 | False | None | None | False | None | False | 15021.64 | 0 | | 3756228 | 141077 | None | 086 | Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. KPWD Electrical SR 2023-24 PART-3 item No.13.11 pg no.57 | Nos | 390.29 | 390.29 | 4.0 | False | None | None | False | None | False | 1561.16 | 0 | | 3756229 | 141077 | None | 087 | Fixing one exhaust fan after making a suitable notch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 A, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame. KPWD Electrical SR 2023-24 PART-3 item No.13.13 pg no.57 | Nos | 875.97 | 875.97 | 4.0 | False | None | None | False | None | False | 3503.88 | 0 | | 3756230 | 141077 | None | 088 | Supplying of feet PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours and 70 percentage lumen maintenance with C R I grater then 80. Power Input: 220-240V@ 50/60Hz & Power factor grater than 0.9 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 K P W D Electrical SR 2023-24 PART-3 item No.11.3.2 pg no.43 | Nos | 854.91 | 854.91 | 30.0 | False | None | None | False | None | False | 25647.3 | 0 | | 3756231 | 141077 | None | 089 | 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 clA. Using necessary length of G.I. chain. KPWD Electrical SR 2023-24 PART-3 item No.13.7.2 pg no.45 | Nos | 325.86 | 325.86 | 30.0 | False | None | None | False | None | False | 9775.8 | 0 | | 3756232 | 141077 | None | 090 | Earthing: Providing and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. KPWD SR 2023-24 Vol-5 item No.13.39 pg no.157 | Nos | 4646.25 | 4646.25 | 4.0 | False | None | None | False | None | False | 18585.0 | 0 | | 3756233 | 141077 | None | 091 | Supplying and fixing regular MCB distribution boards on wall/wood 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 (Page No.13.I.No.5.18.3) 8 waySP&N. | Nos | 4646.25 | 4646.25 | 4.0 | False | None | None | False | None | False | 18585.0 | 0 | | 3756234 | 141077 | None | 092 | Supplying and 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 Amps TPN KPWD Electrical SR 2023-24 PART-3 item No.5.18.7 pg no.17 | Nos | 2127.36 | 2127.36 | 4.0 | False | None | None | False | None | False | 8509.44 | 0 | | 3756235 | 141077 | None | 093 | Supply of LED Street light luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs50000hr at Lumen Maintenance of percentage maximum light intensity should be between 60 degrees to 70degrees. C C T grater then 5500 K, IP66 optical and electrical compartment & impact resistance of complete luminaire grater then IK08. Power Factor grater then 0.9 with mains, Surge Protection Min5KV along with Over voltage/Overload, short circuit/miss-wiring protection. Compatible for polemounting with outerdia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60 Hz application. Compliance to IS10322 /IEC60598, LM79 and LM 80 Adherence with RoHS. UL approved M C P C B. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with W System Power consumption. LED Efficiency grater then 1301m/w, nominal CRI grater then 75. Luminaire manufacturer should have in house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by I S O 9001:2008. Housing with supplier word mark / name shall be Engraved/Embossing on the diecast housing/Bodypart. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer and Cree /Nichia /Lumileds / Osram make LED Source. LED Streetlight 25 Watts. K P W D Electrical SR 2023-24 PART-3 item No.11.8.1 pg no.46 | Nos | 3004.58 | 3004.58 | 20.0 | False | None | None | False | None | False | 60091.6 | 0 | | 3756236 | 141077 | None | 094 | Supply of LED Street light luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr at Lumen Maintenance of percentage, maximum light intensity should be between 60 degrees to 70 degrees. C C T grater than 5500 K, IP66 optical and electrical compartment & impact resistance of complete luminaire grater then IK 08. Power Factor grater then 0.9 with mains, Surge Protection Min 5 K V along with Over voltage/Overload, short circuit miss wiring protection. Compatible for polemounting with outer dia of 40 mm to 50 mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60 Hz application. Compliance to IS10322/IEC60598, LM79 and L M 80 Adherence with RoHS. UL approved M C P CB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with.W System Power consumption. LED Efficiency grater then 1301m/w, nominal C R I grater then 75. Luminaire manufacturer should have in house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO9001:2008. Housing with supplier word mark /name shall be Engraved/Embossing on the diecast housing/Bodypart. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds/Osram make LED Source. LED Streetlight 90 Watts. K P W D Electrical SR 2023-24 PART-3 item No.11.8.4 pg no.46 | Nos | 10977.53 | 10977.53 | 15.0 | False | None | None | False | None | False | 164662.95 | 0 | | 3756237 | 141077 | None | 095 | CCTV surveillance installation with high resolution 360 degree rpm for about 500.00 meter distance located at area center by using suitable MS tower Supply and fixing of HIK Vision 4Megapixel Bullet Camera HD (Including Labour charges) (MR) | Nos | 6343.67 | 6343.67 | 6.0 | False | None | None | False | None | False | 38062.02 | 0 | | 3756238 | 141077 | None | 096 | Supply and fixing of HIK Vision DVR 8 CH 4 Megapixel (Including Labour charges)(MR) | Nos | 28239.29 | 28239.29 | 1.0 | False | None | None | False | None | False | 28239.29 | 0 | | 3756239 | 141077 | None | 097 | Supply and fixing of 4TB Hard disk HDD (4000GB) (Including Labour charges)(MR) | Nos | 19462.21 | 19462.21 | 1.0 | False | None | None | False | None | False | 19462.21 | 0 | | 3756240 | 141077 | None | 098 | Supplying and fixing of 15 Inch Monitor
(As per Market price)(MR) | Nos | 5575.5 | 5575.5 | 1.0 | False | None | None | False | None | False | 5575.5 | 0 | | 3756241 | 141077 | None | 099 | Service connection to the proposed building from the GESCOM
1. Meter Deposit
2. Drawing of UG Cable
3. Meter Board etc., | LS | 30975.0 | 30975.0 | 1.0 | False | None | None | False | None | False | 30975.0 | 0 | | 3756242 | 141077 | None | 100 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineerin- Charge. (SR 2023-24 V-2 I-11.26.3 VP -82 ) | Kgs | 226.74 | 226.74 | 200.0 | False | None | None | False | None | False | 45348.0 | 0 | | 3756243 | 141077 | None | 101 | Providing & fixing of fibre solid numerical letters of size suitable to a required thickness in any colour or shade including cost of fittings, etc. complete as per directions of engineer in charge | INCH | 148.67 | 148.67 | 620.0 | False | None | None | False | None | False | 92175.4 | 0 | | 3756244 | 141077 | None | 102 | Providing & fixing of fibre solid numerical emblom of size 230mm to a required thickness in any colour or shade including cost of fittings, etc. complete as per directions of engineer in charge. | Nos | 12390.0 | 12390.0 | 1.0 | False | None | None | False | None | False | 12390.0 | 0 |
|