tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
---|
1717688341000 | 0 | None | None | Buildings | Estimate for Civil work | 4425259.4 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3241774 | 112111 | None | Vol.1, P.No.8,I.No.1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter includingdressing 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 ofmachinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth ( Vol.1, P.No.8,I.No.1.12) | Cum | 112.1 | 112.1 | 70.27 | False | None | None | False | None | False | 7877.267 | 0 | 3241775 | 112111 | None | Vol.1, P.No.8,I.No.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 ( Vol.1, P.No.8,I.No.1.14.1) | Cum | 120.36 | 120.36 | 204.9299 | False | None | None | False | None | False | 24665.362764 | 0 | 3241776 | 112111 | None | Vol.1, P.No.15,I.No.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. Formwork included and (The cost of steel reinforcement shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.15,I.No.2.1.3) | Cum | 7067.02 | 7067.02 | 36.449 | False | None | None | False | None | False | 257585.81198 | 0 | 3241777 | 112111 | None | Vol.2, P.No.5,I.No.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 20per E.C. / Lindane 20per E.C. at3.19 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) | Sqm | 139.24 | 139.24 | 172.84 | False | None | None | False | None | False | 24066.2416 | 0 | 3241778 | 112111 | None | Vol.2, P.No.9,I.No.5.3 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ( Vol.2, P.No.9,I.No.5.3) | Cum | 7321.9 | 7321.9 | 1.35 | False | None | None | False | None | False | 9884.565 | 0 | 3241779 | 112111 | None | Volume 1 Page No 15- Item No 2.2.3 | 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 machinemixed 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(Volume 1 Page No 15- Item No 2.2.3) | Cum | 7476.48 | 7476.48 | 31.07 | False | None | None | False | None | False | 232294.2336 | 0 | 3241780 | 112111 | None | Addendum I, Sl no. 1a | Formwork for Sl no. 1(a), Page No 111, Foundation upto plinth at 8per(Addendum I, Sl no. 1a) | Cum | 598.12 | 598.12 | 31.07 | False | None | None | False | None | False | 18583.5884 | 0 | 3241781 | 112111 | None | Vol.1, P.No.17, I.No.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 appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates( Vol.1, P.No.17, I.No.2.4.3) | Cum | 7476.48 | 7476.48 | 17.8564 | False | None | None | False | None | False | 133503.017472 | 0 | 3241782 | 112111 | None | Addendum I, Sl no. 1a | Formwork for Sl no. 1(a), Page No 111, Foundation upto plinth at 8per (Addendum I, Sl no. 1a) | Cum | 598.12 | 598.12 | 3.9364 | False | None | None | False | None | False | 2354.439568 | 0 | 3241783 | 112111 | None | Addendum I, Sl no:-2 | Formwork for Sl no:-2, Page No 111, Plinth beams of Buildings at 50per (Addendum I, Sl no:-2) | Cum | 3738.24 | 3738.24 | 13.92 | False | None | None | False | None | False | 52036.3008 | 0 | 3241784 | 112111 | None | Vol.1,P.No.7, I.No.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. ( Vol.1,P.No.7, I.No.1.9) | Cum | 313.88 | 313.88 | 228.42 | False | None | None | False | None | False | 71696.4696 | 0 | 3241785 | 112111 | None | Vol.1, P.No.11,I.No.1.23 | Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications.(Vol.1, P.No.11,I.No.1.23) | Cum | 3164.76 | 3164.76 | 16.52 | False | None | None | False | None | False | 52281.8352 | 0 | 3241786 | 112111 | None | Vol.1, P.No.16,I.No.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. Formwork included and (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16,I.No.2.5.2) | Cum | 8047.74 | 8047.74 | 39.4299 | False | None | None | False | None | False | 317321.583426 | 0 | 3241787 | 112111 | None | Addendum I, Sl no. 9 | Formwork for Sl no:- 9, Page No 111, Columns at 70per (Addendum I, Sl no. 9) | Cum | 5652.32 | 5652.32 | 7.35 | False | None | None | False | None | False | 41544.552 | 0 | 3241788 | 112111 | None | Addendum I, Sl no. 14 | Formwork for Sl no:- 14, Page No 111, Beams & Lintels of buildings at 60per (Addendum I, Sl no. 14) | Cum | 4844.84 | 4844.84 | 9.8524 | False | None | None | False | None | False | 47733.301616 | 0 | 3241789 | 112111 | None | Addendum I, Sl no. 15 | Formwork for Sl no:- 15, Page No 111, Roof slab of buildings at 50per (Addendum I, Sl no. 15) | Cum | 4037.37 | 4037.37 | 21.61 | False | None | None | False | None | False | 87247.5657 | 0 | 3241790 | 112111 | None | Addendum I, Sl no. 19 | Formwork for Sl no:- 19, Page No 111, Chejjas & Canopy at 45per (Addendum I, Sl no. 19) | Cum | 3633.63 | 3633.63 | 0.4859 | False | None | None | False | None | False | 1765.580817 | 0 | 3241791 | 112111 | None | Vol.1, P.No.16, I.No.2.4.1 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Formwork included and (The cost of steel reinforcement to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16, I.No.2.4.1) | Cum | 7556.72 | 7556.72 | 22.35 | False | None | None | False | None | False | 168892.692 | 0 | 3241792 | 112111 | None | Vol.1, P.No.18,I.No.2.11a | 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.1, P.No.18,I.No.2.11(a)) | Tonne | 105559.26 | 105559.26 | 7.6043 | False | None | None | False | None | False | 802704.280818 | 0 | 3241793 | 112111 | None | Volume 2 Page No 14 Item No. 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.(Volume 2 Page No 14 Item No. 6.8) | Cum | 9403.42 | 9403.42 | 76.6099 | False | None | None | False | None | False | 720395.065858 | 0 | 3241794 | 112111 | None | Volume 2 Page No 99 Item No 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 (Volume 2 Page No 99 Item No 12.12) | Cum | 146558.36 | 146558.36 | 0.315 | False | None | None | False | None | False | 46165.8834 | 0 | 3241795 | 112111 | None | Volume 2 Page No 105 Item No 12.57.8 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-do- 40 mm thick one side teak and one side commercial.(Volume 2 Page No 105 Item No 12.57.8) | Sqm | 5074.0 | 5074.0 | 15.12 | False | None | None | False | None | False | 76718.88 | 0 | 3241796 | 112111 | None | Volume 2 Page No 64 Item No. 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. (Volume 2 Page No 64 Item No. 9.30) | Sqm | 6287.04 | 6287.04 | 2.898 | False | None | None | False | None | False | 18219.84192 | 0 | 3241797 | 112111 | None | Volume 2 Page No 69 Item No. 10.2 | Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. (Volume 2 Page No 69 Item No. 10.2) | m | 387.04 | 387.04 | 12.6 | False | None | None | False | None | False | 4876.704 | 0 | 3241798 | 112111 | None | Volume 2 Page No 108 Item No. 12.84 | Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made (Volume 2 Page No 108 Item No. 12.84) | Sqm | 5927.14 | 5927.14 | 15.12 | False | None | None | False | None | False | 89618.3568 | 0 | 3241799 | 112111 | None | Volume 2 Material component S.No.394, P.No. A-24 | Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm (Volume 2 Material component S.No.394, P.No. A-24) | Sqm | 330.4 | 330.4 | 21.06 | False | None | None | False | None | False | 6958.224 | 0 | 3241800 | 112111 | None | Volume 2 Page No 86 Item No 11.31 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In charge including cost of materials, labour, usage charges of machinery complete as per specifications.. (Volume 2 Page No 86 Item No 11.31) | Kgs | 135.7 | 135.7 | 222.75 | False | None | None | False | None | False | 30227.175 | 0 | 3241801 | 112111 | None | Volume 2 Page No 85 Item No 11.30.1 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge (Volume 2 Page No 85 Item No 11.30.1) | Sqm | 1076.16 | 1076.16 | 7.29 | False | None | None | False | None | False | 7845.2064 | 0 | 3241802 | 112111 | None | Vol.2, P.No.86, I.No.11.34B | Providing and fixing M.S. grills of required pattern in frames of win dows 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, P.No.86, I.No.11.34B) | Kgs | 215.94 | 215.94 | 272.1599 | False | None | None | False | None | False | 58770.208806 | 0 | 3241803 | 112111 | None | Vol.2, P.No.61, I.No.9.17.2 | Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 per and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete Size of Tile 600x600 m (Vol.2, P.No.61, I.No.9.17.2) | Sqm | 1386.5 | 1386.5 | 168.69 | False | None | None | False | None | False | 233888.685 | 0 | 3241804 | 112111 | None | Vol.2, P.No.41, I.No.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 (Vol.2, P.No.41, I.No.8.1.1) | Sqm | 300.9 | 300.9 | 241.572 | False | None | None | False | None | False | 72689.0148 | 0 | 3241805 | 112111 | None | Vol.2, P.No.50, I.No.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. (Vol.2, P.No.50, I.No.8.51) | Sqm | 118.0 | 118.0 | 339.25 | False | None | None | False | None | False | 40031.5 | 0 | 3241806 | 112111 | None | Vol.2, P.No.42, I.No.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.(Vol.2, P.No.42, I.No.8.8 ) | Sqm | 437.78 | 437.78 | 319.76 | False | None | None | False | None | False | 139984.5328 | 0 | 3241807 | 112111 | None | Vol.2, P.No.64, I.No.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. (Vol.2, P.No.64, I.No.9.36) | Sqm | 1947.0 | 1947.0 | 28.4 | False | None | None | False | None | False | 55294.8 | 0 | 3241808 | 112111 | None | Vol.2, P.No.47, I.No.8.33.3 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied at 0.80 ltr/10 sqm of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge (Vol.2, P.No.47, I.No.8.33.3) | Sqm | 164.02 | 164.02 | 22.41 | False | None | None | False | None | False | 3675.6882 | 0 | 3241809 | 112111 | None | Vol.2, P.No.46, I.No.8.32 | Finishing walls with 100per 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 at 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied at 0.90 litre/10 sqm 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, P.No.46, I.No.8.32) | Sqm | 184.08 | 184.08 | 403.2784 | False | None | None | False | None | False | 74235.487872 | 0 | 3241810 | 112111 | None | Vol.2, P.No.46, I.No.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 at 1.25 ltr/10 sqm over and including one coat of Special primer applied at 0.75 ltr /10 sqm 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, P.No.46, I.No.8.33.1) | Sqm | 186.44 | 186.44 | 339.25 | False | None | None | False | None | False | 63249.77 | 0 | 3241811 | 112111 | None | Volume 2 Page No 104 Item No 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.(Volume 2 Page No 104 Item No 12.51) | Nos | 1198.88 | 1198.88 | 6.0 | False | None | None | False | None | False | 7193.28 | 0 | 3241812 | 112111 | None | Vol.2, Page No-125, I.No.13.48 | Providing and fixing on the wall face unplastisized rigid PVC rain water pipes confirmimg to IS:13592 Type A including jointing with seal ring confirmimg to IS:5382, leaving 10mm gap for thermal expansion, single socketed pipes 100mm diameter. ( Vol.2, Page No-125, I.No.13.48) | m | 343.38 | 343.38 | 22.2 | False | None | None | False | None | False | 7623.036 | 0 | 3241813 | 112111 | None | Vol.2, P.No.84, I.No.11.26.1 | 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. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge. (Vol.2, P.No.84, I.No.11.26.1) | Kgs | 162.84 | 162.84 | 193.86 | False | None | None | False | None | False | 31568.1624 | 0 | 3241814 | 112111 | None | Vol.2, P.No.149, I.No.15.1 | Polyurethane based Single Component for New Surface
Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU wa terproofing membrane that is highly elastic with elongation greater than 400per and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer at 150 g/m2 and protection with 120gsm Geo-textile over the wa terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. (Vol.2, P.No.149, I.No.15.1) | Sqm | 964.06 | 964.06 | 180.9308 | False | None | None | False | None | False | 174428.147048 | 0 | 3241815 | 112111 | None | Rate Approved vide SE Ltr No Dtd | Providing and fixing Green board for class room (Quotation rate) | Each | 9600.48 | 9600.48 | 6.0 | False | None | None | False | None | False | 57602.88 | 0 | 3241816 | 112111 | None | Vol.2, P.No.200, I.No.20.34.1 | Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete.125x70x4 mm (ordinary type) (Vol.2, P.No.200, I.No.20.34.1) | Each | 200.6 | 200.6 | 24.0 | False | None | None | False | None | False | 4814.4 | 0 | 3241817 | 112111 | None | Vol.2, P.No.A-25, S.No.444 | Hold fasts (Vol.2, P.No.A-25, S.No.444) | Each | 59.0 | 59.0 | 24.0 | False | None | None | False | None | False | 1416.0 | 0 | 3241818 | 112111 | None | Vol.2, P.No.107, I.No.12.73.1 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 125mm (Vol.2, P.No.107, I.No.12.73.1) | Each | 51.92 | 51.92 | 12.0 | False | None | None | False | None | False | 623.04 | 0 | 3241819 | 112111 | None | Vol.2, P.No.105, I.No.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.(Vol.2, P.No.105, I.No.12.60) | Each | 1241.36 | 1241.36 | 12.0 | False | None | None | False | None | False | 14896.32 | 0 | 3241820 | 112111 | None | Vol.2, P.No.105, I.No.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 (Vol.2, P.No.105, I.No.12.63) | Each | 153.4 | 153.4 | 6.0 | False | None | None | False | None | False | 920.4 | 0 | 3241821 | 112111 | None | Vol.2, P.No.44 , I.No.8.16a | 8.83 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 fixing chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications. (Vol.2, P.No.44 , I.No.8.16(a)) | Sqm | 1460.84 | 1460.84 | 15.2279 | False | None | None | False | None | False | 22245.525436 | 0 | 3241822 | 112111 | None | Vol.2, P.No.55, I.No.8.84 | Providing wall black boards in 12mm thick with CM 1:3 and applied with primer & two coats of acrylic emulsion black paint including finishing etc.,complete. (Vol.2, P.No.55, I.No.8.84) | Sqm | 560.5 | 560.5 | 9.0 | False | None | None | False | None | False | 5044.5 | 0 |
| 1717688341000 | 0 | None | None | Buildings | Staircase Work | 494342.77 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3241823 | 112112 | None | Vol.1, P.No.8,I.No.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 ( Vol.1, P.No.8,I.No.1.14.1) | Cum | 120.36 | 120.36 | 28.9507 | False | None | None | False | None | False | 3484.506252 | 0 | 3241824 | 112112 | None | Vol.1, P.No.15,I.No.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. Formwork included and (The cost of steel reinforcement shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.15,I.No.2.1.3) | Cum | 7067.02 | 7067.02 | 3.1199 | False | None | None | False | None | False | 22048.395698 | 0 | 3241825 | 112112 | None | Vol.2, P.No.5,I.No.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 20per E.C. / Lindane 20per E.C. at 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) | Sqm | 139.24 | 139.24 | 22.5917 | False | None | None | False | None | False | 3145.668308 | 0 | 3241826 | 112112 | None | Volume 1 Page No 17-Item No 2.2.3 | 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 machinemixed 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. Including centering shuttering form work excluding cost of steel reinforcement .2.2.1.1 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Volume 1 Page No 17-Item No 2.2.3) | Cum | 7476.48 | 7476.48 | 4.4377 | False | None | None | False | None | False | 33178.375296 | 0 | 3241827 | 112112 | None | Addendum I, Sl no. 1a | Formwark for Foundation upto Plinth at 8per (Addendum I, Sl no. 1a) | Cum | 598.12 | 598.12 | 4.4377 | False | None | None | False | None | False | 2654.277124 | 0 | 3241828 | 112112 | None | Vol.1, P.No.16, I.No.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 appurtenances required to complete the work as per technical specifications. Formwork included (The cost of steel reinforcement to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates( Vol.1, P.No.16, I.No.2.4.3) | Cum | 7476.48 | 7476.48 | 5.0027 | False | None | None | False | None | False | 37402.586496 | 0 | 3241829 | 112112 | None | Addendum I, Sl no. 1a | Formwark for Foundation upto Plinth at 8per (Addendum I, Sl no. 1a) | Cum | 598.12 | 598.12 | 0.5762 | False | None | None | False | None | False | 344.636744 | 0 | 3241830 | 112112 | None | Addendum I, Sl no:-2 | Formwark for Plinth Beams of Buildings at 50per (Addendum I, Sl no:-2) | Cum | 3738.24 | 3738.24 | 4.4265 | False | None | None | False | None | False | 16547.31936 | 0 | 3241831 | 112112 | None | Vol.1,P.No.7, I.No.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. ( Vol.1,P.No.7, I.No.1.9) | Cum | 313.88 | 313.88 | 33.6148 | False | None | None | False | None | False | 10551.013424 | 0 | 3241832 | 112112 | None | Vol.1, P.No.11,I.No.1.23 | Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. (Vol.1, P.No.11,I.No.1.23) | Cum | 3164.76 | 3164.76 | 5.0107 | False | None | None | False | None | False | 15857.662932 | 0 | 3241833 | 112112 | None | Vol.1, P.No.16,I.No.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. Formwork included and (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16,I.No.2.5.2) | Cum | 8074.74 | 8074.74 | 6.1146 | False | None | None | False | None | False | 49373.805204 | 0 | 3241834 | 112112 | None | Addendum I, Sl no. 9 | Formwark for Columns at 70per (Addendum I, Sl no. 9) | Cum | 5652.32 | 5652.32 | 0.8832 | False | None | None | False | None | False | 4992.129024 | 0 | 3241835 | 112112 | None | Addendum I, Sl no. 14 | Formwark for Lintels, Beams at 60per (Addendum I, Sl no. 14) | Cum | 4844.84 | 4844.84 | 3.6474 | False | None | None | False | None | False | 17671.069416 | 0 | 3241836 | 112112 | None | Addendum I, Sl no. 15 | Formwark for Roof Slab at 50Per (Addendum I, Sl no. 15) | Cum | 4037.37 | 4037.37 | 1.584 | False | None | None | False | None | False | 6395.19408 | 0 | 3241837 | 112112 | None | Vol.1, P.No.18,I.No.2.11a | Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Vol.1, P.No.18,I.No.2.11(a)) | Tonne | 105559.26 | 105559.26 | 1.167 | False | None | None | False | None | False | 123187.65642 | 0 | 3241838 | 112112 | None | Vol.2, P.No.61, I.No.9.17.2 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 per and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete Size of Tile 600x600 m (Vol.2, P.No.61, I.No.9.17.2) | Sqm | 1386.5 | 1386.5 | 6.8 | False | None | None | False | None | False | 9428.2 | 0 | 3241839 | 112112 | None | Vol.2, P.No.64, I.No.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. (Vol.2, P.No.64, I.No.9.36) | Sqm | 1947.0 | 1947.0 | 18.9 | False | None | None | False | None | False | 36798.3 | 0 | 3241840 | 112112 | None | Vol.2, P.No.46, I.No.8.32 | Finishing walls with 100per 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 at 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied at 0.90 litre/10 sqm 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, P.No.46, I.No.8.32) | Sqm | 184.08 | 184.08 | 23.4762 | False | None | None | False | None | False | 4321.498896 | 0 | 3241841 | 112112 | None | Vol.2, P.No.84, I.No.11.26.1 | 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. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge. (Vol.2, P.No.84, I.No.11.26.1) | Kgs | 162.84 | 162.84 | 241.056 | False | None | None | False | None | False | 39253.55904 | 0 | 3241842 | 112112 | None | Vol.2, P.No.44 , I.No.8.16a | 8.83 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 fixing chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications. (Vol.2, P.No.44 , I.No.8.16a) | Sqm | 1460.84 | 1460.84 | 2.88 | False | None | None | False | None | False | 4207.2192 | 0 | 3241843 | 112112 | None | P.No-82, I.No-11.16.2, vol-2 | 11.16.2 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. [P.No-82, I.No-11.16.2, vol-2 PWD SR for Buildings 2023-24 ] | Kgs | 182.13 | 182.13 | 208.35 | False | None | None | False | None | False | 37946.7855 | 0 | 3241844 | 112112 | None | P.No 26, I.No 7.38, vol-2 | 7.38 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 per) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. [P.No-26, I.No-7.38, vol-2 PWD SR for Buildings 2023-24 ] | Sqm | 703.75 | 703.75 | 22.1 | False | None | None | False | None | False | 15552.875 | 0 |
| 1717688341000 | 0 | None | None | Buildings | For Electrical work | 156659.13 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3241845 | 112113 | None | Part-III P No.3 IT No. 1.8.2 | Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300 mm as required. (25mm) | m | 41.3 | 41.3 | 240.0 | False | None | None | False | None | False | 9912.0 | 0 | 3241846 | 112113 | None | Part-III P No.5 IT No. 2.2.2 | I. Point wiring using Copper wire with 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.
Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box | Point | 447.22 | 447.22 | 12.0 | False | None | None | False | None | False | 5366.64 | 0 | 3241847 | 112113 | None | Part-III P No.5 IT No. 2.2.3 | I. Point wiring using Copper wire with 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.
Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box | Point | 654.9 | 654.9 | 12.0 | False | None | None | False | None | False | 7858.8 | 0 | 3241848 | 112113 | None | 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) | Mtr | 30.68 | 30.68 | 375.0 | False | None | None | False | None | False | 11505.0 | 0 | 3241849 | 112113 | 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) | Mtr | 49.56 | 49.56 | 45.0 | False | None | None | False | None | False | 2230.2 | 0 | 3241850 | 112113 | 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) | Mtr | 74.34 | 74.34 | 225.0 | False | None | None | False | None | False | 16726.5 | 0 | 3241851 | 112113 | None | Part-III P No.8 IT No. 3.4.2 | 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 (3 Way) | Each | 187.62 | 187.62 | 9.0 | False | None | None | False | None | False | 1688.58 | 0 | 3241852 | 112113 | None | Part-III P No.8 IT No. 3.4.5 | 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 (8 Way) | Each | 307.98 | 307.98 | 3.0 | False | None | None | False | None | False | 923.94 | 0 | 3241853 | 112113 | 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) | Each | 376.42 | 376.42 | 15.0 | False | None | None | False | None | False | 5646.3 | 0 | 3241854 | 112113 | None | Part-III P No.8 IT No. 3.5.2 | 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. Group-A (3 Module) | Each | 189.98 | 189.98 | 9.0 | False | None | None | False | None | False | 1709.82 | 0 | 3241855 | 112113 | None | Part-III P No.8 IT No. 3.5.5 | 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. Group-A (8 Module) | Each | 335.12 | 335.12 | 3.0 | False | None | None | False | None | False | 1005.36 | 0 | 3241856 | 112113 | 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. Group-A (10-12 Module | Each | 405.92 | 405.92 | 6.0 | False | None | None | False | None | False | 2435.52 | 0 | 3241857 | 112113 | 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 | Each | 120.36 | 120.36 | 48.0 | False | None | None | False | None | False | 5777.28 | 0 | 3241858 | 112113 | 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 | Each | 421.26 | 421.26 | 6.0 | False | None | None | False | None | False | 2527.56 | 0 | 3241859 | 112113 | 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 | Each | 212.4 | 212.4 | 18.0 | False | None | None | False | None | False | 3823.2 | 0 | 3241860 | 112113 | None | Part-III P No.9 IT No. 3.6.9 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP Switch | Each | 384.68 | 384.68 | 6.0 | False | None | None | False | None | False | 2308.08 | 0 | 3241861 | 112113 | 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 | Each | 278.48 | 278.48 | 12.0 | False | None | None | False | None | False | 3341.76 | 0 | 3241862 | 112113 | 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 | Each | 201.78 | 201.78 | 12.0 | False | None | None | False | None | False | 2421.36 | 0 | 3241863 | 112113 | None | Part-III P No.43 IT No. 11.3.2 | Supplying of feet -PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70prer lumen maintenance with CRI less 80. Power Input: 220-240Vat 50/60Hz & Power factor less 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 | Each | 814.2 | 814.2 | 15.0 | False | None | None | False | None | False | 12213.0 | 0 | 3241864 | 112113 | None | Part-III P No.14 IT No.5.7.2 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 32 A | Each | 284.38 | 284.38 | 3.0 | False | None | None | False | None | False | 853.14 | 0 | 3241865 | 112113 | None | Part-III P No.17 IT No.5.18.1 | 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 | Each | 489.7 | 489.7 | 3.0 | False | None | None | False | None | False | 1469.1 | 0 | 3241866 | 112113 | 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 | Each | 872.02 | 872.02 | 3.0 | False | None | None | False | None | False | 2616.06 | 0 | 3241867 | 112113 | None | Part-III P No.18 IT No.5.19.11 | 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 TP & N | Each | 4764.84 | 4764.84 | 3.0 | False | None | None | False | None | False | 14294.52 | 0 | 3241868 | 112113 | None | Part-III P No.54 IT 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 | Each | 4141.8 | 4141.8 | 3.0 | False | None | None | False | None | False | 12425.4 | 0 | 3241869 | 112113 | None | Part-III P No.30 IT No.6.3.1 | 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 | Each | 3521.12 | 3521.12 | 6.0 | False | None | None | False | None | False | 21126.72 | 0 | 3241870 | 112113 | None | Part-III P No.14 IT No.5.6.1 | Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws. 8" x 6" x 1.5" | Each | 102.66 | 102.66 | 3.0 | False | None | None | False | None | False | 307.98 | 0 | 3241871 | 112113 | None | Part-III P No.14 IT No.5.6.4 | Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws. 12" x 12" x 2" | Each | 213.57 | 213.57 | 3.0 | False | None | None | False | None | False | 640.71 | 0 | 3241872 | 112113 | None | 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 | Each | 143.96 | 143.96 | 15.0 | False | None | None | False | None | False | 2159.4 | 0 | 3241873 | 112113 | None | Part-III P No.57 IT 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. | Each | 201.78 | 201.78 | 6.0 | False | None | None | False | None | False | 1210.68 | 0 | 3241874 | 112113 | None | Part-III P No.3 IT No. 1.9.1 | Supplying PVC flexible conduit pipe.... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely. 20 mm | Mtr | 22.42 | 22.42 | 6.0 | False | None | None | False | None | False | 134.52 | 0 |
|
|
---|