tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1727191805000 | 0 | None | None | Buildings | BASEMENT FLOOR SE FOR JLR HOUSE - USLOOR LAKE - (PRAVASI SOUDHA) | 23584362.38 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4069565 | 158322 | None | JLRUL-1-01 | 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 as per the direction of Engineer in-charge | CUBIC METER | 117.78 | 117.78 | 3494.27 | False | None | None | False | None | False | 411555.1206 | 0 | 4069566 | 158322 | None | JLRUL-1-02 | 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 and as per the direction of Engineer in-charge
Depth 3 m to 6 m | CUBIC METER | 137.76 | 137.76 | 1476.22 | False | None | None | False | None | False | 203364.0672 | 0 | 4069567 | 158322 | None | JLRUL-1-03 | KSRB 2.12 : Providing sand piles with all leads and lift of 1.5 m. for stabilising foundation after duly making 5 cms. dia holes to a depth of 1.2 to 1.5 m. at 0.5 m c to c and filling with sand and tamping wherever required including cost of materials, labour complete as per specifications.as per the direction of Engineer in-charge | Sqm | 356.4 | 356.4 | 871.68 | False | None | None | False | None | False | 310666.752 | 0 | 4069568 | 158322 | None | JLRUL-1-04 | 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.and as per the direction of Engineer in-charge
Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | CUBIC METER | 6587.89 | 6587.89 | 256.69 | False | None | None | False | None | False | 1691045.4841 | 0 | 4069569 | 158322 | None | JLRUL-1-05 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates and as per the direction of Engineer in-charge | CUBIC METER | 7527.21 | 7527.21 | 736.85 | False | None | None | False | None | False | 5546424.6885 | 0 | 4069570 | 158322 | None | JLRUL-1-06 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.as per the direction of Engineer in-charge
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | CUBIC METER | 10692.04 | 10692.04 | 29.81 | False | None | None | False | None | False | 318729.7124 | 0 | 4069571 | 158322 | None | JLRUL-1-07 | 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 as per the direction of Engineer in-charge | CUBIC METER | 292.63 | 292.63 | 601.29 | False | None | None | False | None | False | 175955.4927 | 0 | 4069572 | 158322 | None | JLRUL-1-08 | Loading and Unloading of Stone Boulder/Stone aggregates/
Sand/Kankar/Moorum.as per the direction of Engineer in-charge(Tipper 10 m3) | CUBIC METER | 91.28 | 91.28 | 5505.2 | False | None | None | False | None | False | 502514.656 | 0 | 4069573 | 158322 | None | JLRUL-1-09 | Cost of Haulage Excluding Loading and Unloading
Case-1 : Surfaced Road
Taking output 10 t load and lead 10 km = 100 t.km | T.Km | 13.23 | 13.23 | 43692.0 | False | None | None | False | None | False | 578045.16 | 0 | 4069574 | 158322 | None | JLRUL-1-10 | 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 topsurface ofconsolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications.as per the direction of Engineer in-charge | Sqm | 129.84 | 129.84 | 1455.0 | False | None | None | False | None | False | 188917.2 | 0 | 4069575 | 158322 | None | JLRUL-1-11 | Providing and laying in position 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.as per the direction of Engineer in-charge
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | CUBIC METER | 12796.45 | 12796.45 | 30.81 | False | None | None | False | None | False | 394258.6245 | 0 | 4069576 | 158322 | None | JLRUL-1-12 | Providing and laying in position 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.as per the direction of the Engineer incharge
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | CUBIC METER | 8280.0 | 8280.0 | 260.91 | False | None | None | False | None | False | 2160334.8 | 0 | 4069577 | 158322 | None | JLRUL-1-13 | Providing and laying in position 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.
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per the direction of Engineer in-charge | CUBIC METER | 12043.73 | 12043.73 | 11.19 | False | None | None | False | None | False | 134769.3387 | 0 | 4069578 | 158322 | None | JLRUL-1-14 | Providing and laying in position 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.
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per the direction of Engineer in-charge. | CUBIC METER | 11291.02 | 11291.02 | 234.11 | False | None | None | False | None | False | 2643340.6922 | 0 | 4069579 | 158322 | None | JLRUL-1-15 | 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.
Buildings as per the direction of Engineer in-charge | Tonne | 98402.72 | 98402.72 | 65.3 | False | None | None | False | None | False | 6425697.616 | 0 | 4069580 | 158322 | None | JLRUL-1-16 | Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.as per the direction of Engineer in-charge | CUBIC METER | 151881.45 | 151881.45 | 0.12 | False | None | None | False | None | False | 18225.774 | 0 | 4069581 | 158322 | None | JLRUL-1-17 | 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. | Nos | 947.12 | 947.12 | 2.0 | False | None | None | False | None | False | 1894.24 | 0 | 4069582 | 158322 | None | JLRUL-1-18 | 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 specification.as per the direction of Engineer in-charge-do- 35 mm thick both side Teak. | Sqm | 4985.17 | 4985.17 | 5.76 | False | None | None | False | None | False | 28714.5792 | 0 | 4069583 | 158322 | None | JLRUL-1-19 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength 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 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 2896.28 | 2896.28 | 13.2 | False | None | None | False | None | False | 38230.896 | 0 | 4069584 | 158322 | None | JLRUL-1-20 | 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. | Sqm | 1100.0 | 1100.0 | 13.2 | False | None | None | False | None | False | 14520.0 | 0 | 4069585 | 158322 | None | JLRUL-1-21 | 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. | Nos | 27154.58 | 27154.58 | 1.0 | False | None | None | False | None | False | 27154.58 | 0 | 4069586 | 158322 | None | JLRUL-1-22 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings 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. | Sqm | 232.12 | 232.12 | 1392.83 | False | None | None | False | None | False | 323303.6996 | 0 | 4069587 | 158322 | None | JLRUL-1-23 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. | CUBIC METER | 7429.41 | 7429.41 | 110.86 | False | None | None | False | None | False | 823624.3926 | 0 | 4069588 | 158322 | None | JLRUL-1-24 | 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 fin- ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.and as per the direction of Engineer in-charge | Sqm | 5860.77 | 5860.77 | 38.1 | False | None | None | False | None | False | 223295.337 | 0 | 4069589 | 158322 | None | JLRUL-1-25 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 621.53 | 621.53 | 121.08 | False | None | None | False | None | False | 75254.8524 | 0 | 4069590 | 158322 | None | JLRUL-1-26 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L 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 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/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. | Sqm | 171.62 | 171.62 | 1392.83 | False | None | None | False | None | False | 239037.4846 | 0 | 4069591 | 158322 | None | JLRUL-1-27 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications.as per the direction of the Engineer incharge | CUBIC METER | 2218.73 | 2218.73 | 12.03 | False | None | None | False | None | False | 26691.3219 | 0 | 4069592 | 158322 | None | JLRUL-1-28 | 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 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @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.as per the direction of the Engineer incharge | Sqm | 898.73 | 898.73 | 52.51 | False | None | None | False | None | False | 47192.3123 | 0 | 4069593 | 158322 | None | JLRUL-1-29 | 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. | Sqm | 155.68 | 155.68 | 2.88 | False | None | None | False | None | False | 448.3584 | 0 | 4069594 | 158322 | None | JLRUL-1-30 | Polishing in high gloss/matt finish melamine clear polish on wood work
in required color/wooden shade texture with following process in the
sequence as detailed below:
1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 no.
2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and
2nd coat is allowed to dry for 8 to 12 hrs.
3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water
to remove excess sealer layer and make the surface further smooth after this wet rubbing, then
surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc.
Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is
further allowed to dry for 12 hrs.
4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and
melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry
surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs.
The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and
melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge.
(Final coat to be done in 1 or 2 layers without gap of time.) | Sqm | 744.67 | 744.67 | 14.98 | False | None | None | False | None | False | 11155.1566 | 0 |
| 1727191806000 | 0 | None | None | Buildings | GROUND FLOOR SE FOR JLR HOUSE - USLOOR LAKE - (PRAVASI SOUDHA) | 2872947.5 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
4069595 | 158323 | None | JLRUL-2-01 | Ground Floor- Providing and laying in position 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.
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per the direction of Engineer incharge | CUBIC METER | 12796.45 | 12796.45 | 2.48 | False | None | None | False | None | False | 31735.196 | 0 | 4069596 | 158323 | None | JLRUL-2-02 | Providing and laying in position 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.as per the direction of Engineer incharge
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | CUBIC METER | 8280.0 | 8280.0 | 13.85 | False | None | None | False | None | False | 114678.0 | 0 | 4069597 | 158323 | None | JLRUL-2-03 | Providing and laying in position 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.
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per the engineer incharge | CUBIC METER | 12043.73 | 12043.73 | 7.53 | False | None | None | False | None | False | 90689.2869 | 0 | 4069598 | 158323 | None | JLRUL-2-04 | Providing and laying in position 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.
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per the direction of Engineer incharge | CUBIC METER | 11291.02 | 11291.02 | 29.71 | False | None | None | False | None | False | 335456.2042 | 0 | 4069599 | 158323 | None | JLRUL-2-05 | Providing and laying in position 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.
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per the direction of Engineer incharge | CUBIC METER | 11668.82 | 11668.82 | 1.06 | False | None | None | False | None | False | 12368.9492 | 0 | 4069600 | 158323 | None | JLRUL-2-06 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.as per the direction of Engineer incharge | Sqm | 1441.02 | 1441.02 | 90.52 | False | None | None | False | None | False | 130441.1304 | 0 | 4069601 | 158323 | None | JLRUL-2-07 | 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. as per the direction of Engineer incharge
Buildings | MT | 98402.72 | 98402.72 | 4.46 | False | None | None | False | None | False | 438876.1312 | 0 | 4069602 | 158323 | None | JLRUL-2-08 | Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. as per the direction of Engineer incharge | CUBIC METER | 151881.45 | 151881.45 | 0.12 | False | None | None | False | None | False | 18225.774 | 0 | 4069603 | 158323 | None | JLRUL-2-09 | 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.as per the direction of Engineer incharge | No | 947.12 | 947.12 | 2.0 | False | None | None | False | None | False | 1894.24 | 0 | 4069604 | 158323 | None | JLRUL-2-10 | 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. as per the direction of Engineer incharge
-do- 35 mm thick both side Teak | Sqm | 4985.17 | 4985.17 | 5.76 | False | None | None | False | None | False | 28714.5792 | 0 | 4069605 | 158323 | None | JLRUL-2-11 | Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer Numeric Control) routed of approved design by Engineer-incharge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin Polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being termite/borer proof, water/moisture proof and fire retardant and fixing as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In-Charge. (Note: M.S framework required with priming coat shall be paid separately). | Sqm | 4852.12 | 4852.12 | 10.08 | False | None | None | False | None | False | 48909.3696 | 0 | 4069606 | 158323 | None | JLRUL-2-12 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately)
Size 62 x 125mm | m | 840.43 | 840.43 | 30.0 | False | None | None | False | None | False | 25212.9 | 0 | 4069607 | 158323 | None | JLRUL-2-13 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) as per the direction of Engineer incharge | Sqm | 7407.38 | 7407.38 | 64.08 | False | None | None | False | None | False | 474664.9104 | 0 | 4069608 | 158323 | None | JLRUL-2-14 | 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.as per the direction of Engineer incharge | Kgs | 170.6 | 170.6 | 961.2 | False | None | None | False | None | False | 163980.72 | 0 | 4069609 | 158323 | None | JLRUL-2-15 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings 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. | Sqm | 232.12 | 232.12 | 29.16 | False | None | None | False | None | False | 6768.6192 | 0 | 4069610 | 158323 | None | JLRUL-2-16 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | CUBIC METER | 324.5 | 324.5 | 274.24 | False | None | None | False | None | False | 88990.88 | 0 | 4069611 | 158323 | None | JLRUL-2-17 | 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. | CUBIC METER | 110.0 | 110.0 | 274.24 | False | None | None | False | None | False | 30166.4 | 0 | 4069612 | 158323 | None | JLRUL-2-18 | 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement
: 3 coarse sand) finished rough with sponge 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. | CUBIC METER | 423.48 | 423.48 | 26.15 | False | None | None | False | None | False | 11074.002 | 0 | 4069613 | 158323 | None | JLRUL-2-19 | 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 fin- ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications as per the direction of Engineer incharge | Sqm | 5860.77 | 5860.77 | 99.73 | False | None | None | False | None | False | 584494.5921 | 0 | 4069614 | 158323 | None | JLRUL-2-20 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in 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 pigment etc., complete
(BASIC TILE COST 860.80/SQM) | Sqm | 1624.17 | 1624.17 | 32.7 | False | None | None | False | None | False | 53110.359 | 0 | 4069615 | 158323 | None | JLRUL-2-21 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 621.53 | 621.53 | 121.08 | False | None | None | False | None | False | 75254.8524 | 0 | 4069616 | 158323 | None | JLRUL-2-22 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and in- cluding water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 150.68 | 150.68 | 106.92 | False | None | None | False | None | False | 16110.7056 | 0 | 4069617 | 158323 | None | JLRUL-2-23 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L 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 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/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. | Sqm | 171.62 | 171.62 | 26.15 | False | None | None | False | None | False | 4487.863 | 0 | 4069618 | 158323 | None | JLRUL-2-24 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications.and as per directions of Engineer-in-charge. | CUBIC METER | 2218.73 | 2218.73 | 12.03 | False | None | None | False | None | False | 26691.3219 | 0 | 4069619 | 158323 | None | JLRUL-2-25 | 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 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @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.and as per directions of Engineer-in-charge. | Sqm | 898.73 | 898.73 | 52.51 | False | None | None | False | None | False | 47192.3123 | 0 | 4069620 | 158323 | None | JLRUL-2-26 | 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. | Sqm | 155.68 | 155.68 | 66.96 | False | None | None | False | None | False | 10424.3328 | 0 | 4069621 | 158323 | None | JLRUL-2-27 | Polishing in high gloss/matt finish melamine clear polish on wood work
in required color/wooden shade texture with following process in the
sequence as detailed below:
1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 no.
2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and
2nd coat is allowed to dry for 8 to 12 hrs.
3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water
to remove excess sealer layer and make the surface further smooth after this wet rubbing, then
surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc.
Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is
further allowed to dry for 12 hrs.
4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and
melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry
surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs.
The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and
melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge.
(Final coat to be done in 1 or 2 layers without gap of time.) | Sqm | 155.8 | 155.8 | 14.98 | False | None | None | False | None | False | 2333.884 | 0 |
| 1727191806000 | 0 | None | None | Buildings | FIRST FLOOR SE FOR JLR HOUSE - USLOOR LAKE - (PRAVASI SOUDHA) | 2165310.55 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
4069622 | 158324 | None | JLRUL-3-01 | First Floor- Providing and laying in position 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.
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates and as per the direction of the Engineer incharge | CUBIC METER | 12924.33 | 12924.33 | 2.48 | False | None | None | False | None | False | 32052.3384 | 0 | 4069623 | 158324 | None | JLRUL-3-02 | Providing and laying in position 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.
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per the direction of the Engineer incharge | CUBIC METER | 8362.89 | 8362.89 | 4.94 | False | None | None | False | None | False | 41312.6766 | 0 | 4069624 | 158324 | None | JLRUL-3-03 | Providing and laying in position 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.
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per the direction of the Engineer incharge | CUBIC METER | 12164.07 | 12164.07 | 7.53 | False | None | None | False | None | False | 91595.4471 | 0 | 4069625 | 158324 | None | JLRUL-3-04 | Providing and laying in position 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.
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per the direction of the Engineer incharge | CUBIC METER | 11403.82 | 11403.82 | 8.67 | False | None | None | False | None | False | 98871.1194 | 0 | 4069626 | 158324 | None | JLRUL-3-05 | Providing and laying in position 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.
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | CUBIC METER | 11785.51 | 11785.51 | 1.06 | False | None | None | False | None | False | 12492.6406 | 0 | 4069627 | 158324 | None | JLRUL-3-06 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. as per the direction of the Engineer incharge | Sqm | 1455.43 | 1455.43 | 90.52 | False | None | None | False | None | False | 131745.5236 | 0 | 4069628 | 158324 | None | JLRUL-3-07 | 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. as per the direction of the Engineer incharge
Buildings | MT | 99386.78 | 99386.78 | 2.56 | False | None | None | False | None | False | 254430.1568 | 0 | 4069629 | 158324 | None | JLRUL-3-08 | Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications as per the direction of Engineer incharge | CUBIC METER | 153400.17 | 153400.17 | 0.16 | False | None | None | False | None | False | 24544.0272 | 0 | 4069630 | 158324 | None | JLRUL-3-09 | 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 as per the direction of Engineer incharge | No | 1128.82 | 1128.82 | 2.0 | False | None | None | False | None | False | 2257.64 | 0 | 4069631 | 158324 | None | JLRUL-3-10 | 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. as per the direction of the Engineer incharge
-do- 35 mm thick both side Teak | Sqm | 5035.0 | 5035.0 | 5.76 | False | None | None | False | None | False | 29001.6 | 0 | 4069632 | 158324 | None | JLRUL-3-11 | Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer Numeric Control) routed of approved design by Engineer-incharge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin Polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being termite/borer proof, water/moisture proof and fire retardant and fixing as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In-Charge. (Note: M.S framework required with priming coat shall be paid separately). | Sqm | 4900.6 | 4900.6 | 10.08 | False | None | None | False | None | False | 49398.048 | 0 | 4069633 | 158324 | None | JLRUL-3-12 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately)
Size 62 x 125mm | m | 848.82 | 848.82 | 30.0 | False | None | None | False | None | False | 25464.6 | 0 | 4069634 | 158324 | None | JLRUL-3-13 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size -2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) as per the direction of the Engineer incharge | Sqm | 7481.45 | 7481.45 | 76.68 | False | None | None | False | None | False | 573677.586 | 0 | 4069635 | 158324 | None | JLRUL-3-14 | 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. as per the direction of Engineer incharge | Kgs | 172.29 | 172.29 | 1150.2 | False | None | None | False | None | False | 198167.958 | 0 | 4069636 | 158324 | None | JLRUL-3-15 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings 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. | Sqm | 234.41 | 234.41 | 29.16 | False | None | None | False | None | False | 6835.3956 | 0 | 4069637 | 158324 | None | JLRUL-3-16 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | CUBIC METER | 327.8 | 327.8 | 274.24 | False | None | None | False | None | False | 89895.872 | 0 | 4069638 | 158324 | None | JLRUL-3-17 | 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. | CUBIC METER | 111.11 | 111.11 | 274.24 | False | None | None | False | None | False | 30470.8064 | 0 | 4069639 | 158324 | None | JLRUL-3-18 | 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement
: 3 coarse sand) finished rough with sponge 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. | CUBIC METER | 427.8 | 427.8 | 26.15 | False | None | None | False | None | False | 11186.97 | 0 | 4069640 | 158324 | None | JLRUL-3-19 | 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 fin- ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. as per the direction of the Engineer incharge | Sqm | 5919.41 | 5919.41 | 36.08 | False | None | None | False | None | False | 213572.3128 | 0 | 4069641 | 158324 | None | JLRUL-3-20 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in 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 pigment etc., complete
(BASIC TILE COST 860.80/SQM) | Sqm | 1624.17 | 1624.17 | 32.7 | False | None | None | False | None | False | 53110.359 | 0 | 4069642 | 158324 | None | JLRUL-3-21 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 627.8 | 627.8 | 121.08 | False | None | None | False | None | False | 76014.024 | 0 | 4069643 | 158324 | None | JLRUL-3-22 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and in- cluding water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 152.21 | 152.21 | 106.92 | False | None | None | False | None | False | 16274.2932 | 0 | 4069644 | 158324 | None | JLRUL-3-23 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L 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 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/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. | Sqm | 173.39 | 173.39 | 26.15 | False | None | None | False | None | False | 4534.1485 | 0 | 4069645 | 158324 | None | JLRUL-3-24 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. as per the direction of the Engineer incharge | CUBIC METER | 2240.94 | 2240.94 | 12.03 | False | None | None | False | None | False | 26958.5082 | 0 | 4069646 | 158324 | None | JLRUL-3-25 | 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 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @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. as per the direction of the Engineer incharge | Sqm | 907.72 | 907.72 | 52.51 | False | None | None | False | None | False | 47664.3772 | 0 | 4069647 | 158324 | None | JLRUL-3-26 | 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. | Sqm | 157.29 | 157.29 | 79.56 | False | None | None | False | None | False | 12513.9924 | 0 | 4069648 | 158324 | None | JLRUL-3-27 | Polishing in high gloss/matt finish melamine clear polish on wood work
in required color/wooden shade texture with following process in the
sequence as detailed below:
1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 no.
2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and
2nd coat is allowed to dry for 8 to 12 hrs.
3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water
to remove excess sealer layer and make the surface further smooth after this wet rubbing, then
surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc.
Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is
further allowed to dry for 12 hrs.
4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and
melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry
surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs.
The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and
melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge.
(Final coat to be done in 1 or 2 layers without gap of time.) | Sqm | 752.21 | 752.21 | 14.98 | False | None | None | False | None | False | 11268.1058 | 0 |
| 1727191806000 | 0 | None | None | Buildings | SECOND FLOOR SE FOR JLR HOUSE - USLOOR LAKE - (PRAVASI SOUDHA) | 2068972.34 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
4069649 | 158325 | None | JLRUL-4-01 | Second floor- Providing and laying in position 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.
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates and as per the direction of the Engineer incharge | CUBIC METER | 13052.38 | 13052.38 | 2.48 | False | None | None | False | None | False | 32369.9024 | 0 | 4069650 | 158325 | None | JLRUL-4-02 | Providing and laying in position 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.
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per the direction of the Engineer incharge | CUBIC METER | 8445.6 | 8445.6 | 4.94 | False | None | None | False | None | False | 41721.264 | 0 | 4069651 | 158325 | None | JLRUL-4-03 | Providing and laying in position 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.
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per the direction of the Engineer incharge | CUBIC METER | 12284.58 | 12284.58 | 7.53 | False | None | None | False | None | False | 92502.8874 | 0 | 4069652 | 158325 | None | JLRUL-4-04 | Providing and laying in position 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.
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per the direction of the Engineer incharge | CUBIC METER | 11516.78 | 11516.78 | 8.67 | False | None | None | False | None | False | 99850.4826 | 0 | 4069653 | 158325 | None | JLRUL-4-05 | Providing and laying in position 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.
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | CUBIC METER | 11902.21 | 11902.21 | 1.06 | False | None | None | False | None | False | 12616.3426 | 0 | 4069654 | 158325 | None | JLRUL-4-06 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. as per the direction of the Engineer incharge | Sqm | 1469.84 | 1469.84 | 90.52 | False | None | None | False | None | False | 133049.9168 | 0 | 4069655 | 158325 | None | JLRUL-4-07 | 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. as per the direction of the Engineer incharge
Buildings | MT | 100370.68 | 100370.68 | 2.56 | False | None | None | False | None | False | 256948.9408 | 0 | 4069656 | 158325 | None | JLRUL-4-08 | Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. | CUBIC METER | 154919.07 | 154919.07 | 0.16 | False | None | None | False | None | False | 24787.0512 | 0 | 4069657 | 158325 | None | JLRUL-4-09 | 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. | No | 1139.92 | 1139.92 | 2.0 | False | None | None | False | None | False | 2279.84 | 0 | 4069658 | 158325 | None | JLRUL-4-10 | 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. as per the direction of the Engineer incharge
-do- 35 mm thick both side Teak | Sqm | 5084.92 | 5084.92 | 5.76 | False | None | None | False | None | False | 29289.1392 | 0 | 4069659 | 158325 | None | JLRUL-4-11 | Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer Numeric Control) routed of approved design by Engineer-incharge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin Polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being termite/borer proof, water/moisture proof and fire retardant and fixing as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In-Charge. (Note: M.S framework required with priming coat shall be paid separately). | Sqm | 4949.07 | 4949.07 | 10.08 | False | None | None | False | None | False | 49886.6256 | 0 | 4069660 | 158325 | None | JLRUL-4-12 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately)
Size 62 x 125mm | m | 857.21 | 857.21 | 30.0 | False | None | None | False | None | False | 25716.3 | 0 | 4069661 | 158325 | None | JLRUL-4-13 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size -2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) as per the direction of the Engineer incharge | Sqm | 7555.6 | 7555.6 | 64.08 | False | None | None | False | None | False | 484162.848 | 0 | 4069662 | 158325 | None | JLRUL-4-14 | 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. | Kgs | 174.07 | 174.07 | 961.2 | False | None | None | False | None | False | 167316.084 | 0 | 4069663 | 158325 | None | JLRUL-4-15 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings 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. | Sqm | 236.7 | 236.7 | 57.03 | False | None | None | False | None | False | 13499.001 | 0 | 4069664 | 158325 | None | JLRUL-4-16 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | CUBIC METER | 331.02 | 331.02 | 274.24 | False | None | None | False | None | False | 90778.9248 | 0 | 4069665 | 158325 | None | JLRUL-4-17 | 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. | CUBIC METER | 112.21 | 112.21 | 274.24 | False | None | None | False | None | False | 30772.4704 | 0 | 4069666 | 158325 | None | JLRUL-4-18 | 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement
: 3 coarse sand) finished rough with sponge 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. | CUBIC METER | 432.04 | 432.04 | 26.15 | False | None | None | False | None | False | 11297.846 | 0 | 4069667 | 158325 | None | JLRUL-4-19 | 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 fin- ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. as per the direction of the Engineer incharge | Sqm | 5978.14 | 5978.14 | 36.08 | False | None | None | False | None | False | 215691.2912 | 0 | 4069668 | 158325 | None | JLRUL-4-20 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in 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 pigment etc., complete
(BASIC TILE COST 860.80/SQM) | Sqm | 1624.17 | 1624.17 | 32.7 | False | None | None | False | None | False | 53110.359 | 0 | 4069669 | 158325 | None | JLRUL-4-21 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 633.9 | 633.9 | 121.08 | False | None | None | False | None | False | 76752.612 | 0 | 4069670 | 158325 | None | JLRUL-4-22 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and in- cluding water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 153.73 | 153.73 | 134.79 | False | None | None | False | None | False | 20721.2667 | 0 | 4069671 | 158325 | None | JLRUL-4-23 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L 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 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/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. | Sqm | 175.0 | 175.0 | 26.15 | False | None | None | False | None | False | 4576.25 | 0 | 4069672 | 158325 | None | JLRUL-4-24 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. as per the direction of the Engineer incharge | CUBIC METER | 2262.97 | 2262.97 | 12.03 | False | None | None | False | None | False | 27223.5291 | 0 | 4069673 | 158325 | None | JLRUL-4-25 | 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 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @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. as per the direction of the Engineer incharge | CUBIC METER | 916.62 | 916.62 | 52.51 | False | None | None | False | None | False | 48131.7162 | 0 | 4069674 | 158325 | None | JLRUL-4-26 | 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. | Sqm | 187.29 | 187.29 | 66.96 | False | None | None | False | None | False | 12540.9384 | 0 | 4069675 | 158325 | None | JLRUL-4-27 | Polishing in high gloss/matt finish melamine clear polish on wood work
in required color/wooden shade texture with following process in the
sequence as detailed below:
1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 no.
2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and
2nd coat is allowed to dry for 8 to 12 hrs.
3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water
to remove excess sealer layer and make the surface further smooth after this wet rubbing, then
surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc.
Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is
further allowed to dry for 12 hrs.
4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and
melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry
surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs.
The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and
melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge.
(Final coat to be done in 1 or 2 layers without gap of time.) | Sqm | 759.58 | 759.58 | 14.98 | False | None | None | False | None | False | 11378.5084 | 0 |
| 1727191806000 | 0 | None | None | Buildings | TERRACE FLOOR SE FOR JLR HOUSE - USLOOR LAKE - (PRAVASI SOUDHA) | 2004574.54 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
4069676 | 158326 | None | JLRUL-5-01 | Terrace Floor- Providing and laying in position 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.as per the direction of the engineer incharge
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | CUBIC METER | 13180.34 | 13180.34 | 2.48 | False | None | None | False | None | False | 32687.2432 | 0 | 4069677 | 158326 | None | JLRUL-5-02 | Providing and laying in position 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.as per the direction of the engineer incharge
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | CUBIC METER | 8528.39 | 8528.39 | 4.94 | False | None | None | False | None | False | 42130.2466 | 0 | 4069678 | 158326 | None | JLRUL-5-03 | Providing and laying in position 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. as per the direction of the engineer incharge
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | CUBIC METER | 12405.0 | 12405.0 | 7.53 | False | None | None | False | None | False | 93409.65 | 0 | 4069679 | 158326 | None | JLRUL-5-04 | Providing and laying in position 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. as per the direction of the engineer incharge
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | CUBIC METER | 11629.58 | 11629.58 | 8.67 | False | None | None | False | None | False | 100828.4586 | 0 | 4069680 | 158326 | None | JLRUL-5-05 | Providing and laying in position 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 as per the direction of Engineer incharge
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | CUBIC METER | 12018.82 | 12018.82 | 1.06 | False | None | None | False | None | False | 12739.9492 | 0 | 4069681 | 158326 | None | JLRUL-5-06 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.as per the direction of the engineer incharge | Sqm | 1484.24 | 1484.24 | 90.52 | False | None | None | False | None | False | 134353.4048 | 0 | 4069682 | 158326 | None | JLRUL-5-07 | 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.as per the direction of the engineer incharge
Buildings | MT | 101354.84 | 101354.84 | 2.56 | False | None | None | False | None | False | 259468.3904 | 0 | 4069683 | 158326 | None | JLRUL-5-08 | Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.as per the direction of the engineer incharge | CUBIC METER | 156437.8 | 156437.8 | 0.12 | False | None | None | False | None | False | 18772.536 | 0 | 4069684 | 158326 | None | JLRUL-5-09 | 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.as per the direction of the engineer incharge | No | 1151.19 | 1151.19 | 2.0 | False | None | None | False | None | False | 2302.38 | 0 | 4069685 | 158326 | None | JLRUL-5-10 | 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.as per the direction of the engineer incharge
-do- 35 mm thick both side Teak | Sqm | 5134.84 | 5134.84 | 5.76 | False | None | None | False | None | False | 29576.6784 | 0 | 4069686 | 158326 | None | JLRUL-5-11 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size -2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) as per the direction of the engineer incharge | Sqm | 7629.58 | 7629.58 | 2.88 | False | None | None | False | None | False | 21973.1904 | 0 | 4069687 | 158326 | None | JLRUL-5-12 | Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer Numeric Control) routed of approved design by Engineer-incharge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin Polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being termite/borer proof, water/moisture proof and fire retardant and fixing as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In-Charge. (Note: M.S framework required with priming coat shall be paid separately). | Sqm | 4997.63 | 4997.63 | 10.08 | False | None | None | False | None | False | 50376.1104 | 0 | 4069688 | 158326 | None | JLRUL-5-13 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately)
Size 62 x 125mm | m | 865.6 | 865.6 | 30.0 | False | None | None | False | None | False | 25968.0 | 0 | 4069689 | 158326 | None | JLRUL-5-14 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings 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. | Sqm | 238.99 | 238.99 | 29.16 | False | None | None | False | None | False | 6968.9484 | 0 | 4069690 | 158326 | None | JLRUL-5-15 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | CUBIC METER | 334.33 | 334.33 | 267.1 | False | None | None | False | None | False | 89299.543 | 0 | 4069691 | 158326 | None | JLRUL-5-16 | 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. | CUBIC METER | 113.31 | 113.31 | 267.1 | False | None | None | False | None | False | 30265.101 | 0 | 4069692 | 158326 | None | JLRUL-5-17 | 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement
: 3 coarse sand) finished rough with sponge 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. | CUBIC METER | 436.28 | 436.28 | 26.15 | False | None | None | False | None | False | 11408.722 | 0 | 4069693 | 158326 | None | JLRUL-5-18 | 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 fin- ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.as per the direction of the engineer incharge | Sqm | 6036.62 | 6036.62 | 36.08 | False | None | None | False | None | False | 217801.2496 | 0 | 4069694 | 158326 | None | JLRUL-5-19 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in 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 pigment etc., complete
(BASIC TILE COST 860.80/SQM) | Sqm | 1624.17 | 1624.17 | 32.7 | False | None | None | False | None | False | 53110.359 | 0 | 4069695 | 158326 | None | JLRUL-5-20 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 640.17 | 640.17 | 121.08 | False | None | None | False | None | False | 77511.7836 | 0 | 4069696 | 158326 | None | JLRUL-5-21 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and in- cluding water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 155.17 | 155.17 | 99.78 | False | None | None | False | None | False | 15482.8626 | 0 | 4069697 | 158326 | None | JLRUL-5-22 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L 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 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/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. | Sqm | 176.78 | 176.78 | 26.15 | False | None | None | False | None | False | 4622.797 | 0 | 4069698 | 158326 | None | JLRUL-5-23 | 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 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @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.as per the direction of the engineer incharge | Sqm | 925.68 | 925.68 | 714.59 | False | None | None | False | None | False | 661481.6712 | 0 | 4069699 | 158326 | None | JLRUL-5-24 | 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. | Sqm | 189.24 | 189.24 | 2.88 | False | None | None | False | None | False | 545.0112 | 0 | 4069700 | 158326 | None | JLRUL-5-25 | Polishing in high gloss/matt finish melamine clear polish on wood work
in required color/wooden shade texture with following process in the
sequence as detailed below:
1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 no.
2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and
2nd coat is allowed to dry for 8 to 12 hrs.
3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water
to remove excess sealer layer and make the surface further smooth after this wet rubbing, then
surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc.
Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is
further allowed to dry for 12 hrs.
4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and
melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry
surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs.
The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and
melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge.
(Final coat to be done in 1 or 2 layers without gap of time.) | Sqm | 767.04 | 767.04 | 14.98 | False | None | None | False | None | False | 11490.2592 | 0 |
| 1727191806000 | 0 | None | None | Buildings | BAMBOOWOOD SE FOR JLR HOUSE - USLOOR LAKE - (PRAVASI SOUDHA) | 62364500.0 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
4069701 | 158327 | None | JLRUL-6-01 | Bamboo wood work - 290cum of Bamboo wood lumber as referred in the annexure for breakup of members. | CUBIC METER | 170000.0 | 170000.0 | 290.0 | False | None | None | False | None | False | 49300000.0 | 0 | 4069702 | 158327 | None | JLRUL-6-02 | Rate for converting indoor bamboo wood members to external/outdoor Grade with coating for Fire Retardancy, Mold, Water Proofing along with necessary holes and groves at the site (all processed in factory)plus 10% on basic price | CUBIC METER | 17000.0 | 17000.0 | 290.0 | False | None | None | False | None | False | 4930000.0 | 0 | 4069703 | 158327 | None | JLRUL-6-03 | Installation at site along with all necessary metal, Joinery, Bolt, Logistics of storage and handling, replacing damage and after necessary certification from Architect, Engineer and Designated PMC | CUBIC METER | 28050.0 | 28050.0 | 290.0 | False | None | None | False | None | False | 8134500.0 | 0 |
| 1727191806000 | 0 | None | None | Buildings | WATER SUPPLY - GROUND FLOOR SE FOR JLR HOUSE - USLOOR LAKE | 810684.7 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4069704 | 158328 | None | JLRUL-7-01 | WS Ground floor - 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 as per the direction of Engineer in-charge | CUBIC METER | 112.21 | 112.21 | 117.0 | False | None | None | False | None | False | 13128.57 | 0 | 4069705 | 158328 | None | JLRUL-7-02 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates as per the direction of Engineer in-charge | CUBIC METER | 6587.89 | 6587.89 | 3.6 | False | None | None | False | None | False | 23716.404 | 0 | 4069706 | 158328 | None | JLRUL-7-03 | 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 as per the direction of Engineer in-charge | CUBIC METER | 7261.53 | 7261.53 | 12.76 | False | None | None | False | None | False | 92657.1228 | 0 | 4069707 | 158328 | None | JLRUL-7-04 | Providing and laying in position 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.
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per the direction of Engineer in-charge | CUBIC METER | 10939.5 | 10939.5 | 2.75 | False | None | None | False | None | False | 30083.625 | 0 | 4069708 | 158328 | None | JLRUL-7-05 | 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. as per the direction of Engineer in-charge as per the direction of Engineer in-charge
Buildings | Tonne | 98402.72 | 98402.72 | 1.01 | False | None | None | False | None | False | 99386.7472 | 0 | 4069709 | 158328 | None | JLRUL-7-06 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc.as per the direction of Engineer in-charge | Nos | 2353.1 | 2353.1 | 2.0 | False | None | None | False | None | False | 4706.2 | 0 | 4069710 | 158328 | None | JLRUL-7-07 | 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 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @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.as per the direction of Engineer in-charge | Sqm | 898.73 | 898.73 | 50.0 | False | None | None | False | None | False | 44936.5 | 0 | 4069711 | 158328 | None | JLRUL-7-08 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications as per the direction of Engineer in-charge | CUBIC METER | 176.02 | 176.02 | 63.0 | False | None | None | False | None | False | 11089.26 | 0 | 4069712 | 158328 | None | JLRUL-7-09 | 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) with jointing of approved type, with all labour, lead & lifts, including encasing the 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:
Pipes of SN4, 160mm dia. as per the direction of Engineer in-charge | m | 633.56 | 633.56 | 60.0 | False | None | None | False | None | False | 38013.6 | 0 | 4069713 | 158328 | None | JLRUL-7-10 | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover as per the direction of Engineer in-charge | Nos | 5270.09 | 5270.09 | 4.0 | False | None | None | False | None | False | 21080.36 | 0 | 4069714 | 158328 | None | JLRUL-7-11 | Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover..as per the direction of Engineer in-charge | Nos | 4659.58 | 4659.58 | 8.0 | False | None | None | False | None | False | 37276.64 | 0 | 4069715 | 158328 | None | JLRUL-7-12 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar,shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. and as per the direction of Engineer in-charge
Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth & Heavy duty SFRC cover & frame | Nos | 27498.9 | 27498.9 | 1.0 | False | None | None | False | None | False | 27498.9 | 0 | 4069716 | 158328 | None | JLRUL-7-13 | Supplying and fixing Multijet class B inferential type, AMR compatible water meters with IP 68 protection totalizer confoming to IS 779 with its latest amendments of following size to service connections including conveying and fixing of necessary G.I. specials with appurtenances. complete, with all lead and lift.as per the direction of Engineer in-charge
15mm dia | No | 1870.0 | 1870.0 | 1.0 | False | None | None | False | None | False | 1870.0 | 0 | 4069717 | 158328 | None | JLRUL-7-14 | 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) with jointing of approved type, with all labour, lead & lifts, including encasing the 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:
Pipes of SN4, 75mm dia.as per the direction of Engineer in-charge | m | 238.73 | 238.73 | 50.0 | False | None | None | False | None | False | 11936.5 | 0 | 4069718 | 158328 | None | JLRUL-7-15 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work as per the direction of Engineer in-charge
40 mm nominal dia Pipes | m | 524.67 | 524.67 | 50.0 | False | None | None | False | None | False | 26233.5 | 0 | 4069719 | 158328 | None | JLRUL-7-16 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work
25 mm nominal dia Pipes | m | 325.6 | 325.6 | 100.0 | False | None | None | False | None | False | 32560.0 | 0 | 4069720 | 158328 | None | JLRUL-7-17 | White vitreous china clay, WALL mounted European Water closet with frame & also with black solid plastic seat and lid, C.P brass hinges, rubber buffers. 32 mm dia CP brass Concealed Cistern (all are approved make ) with fittings, C.I / M.S brackets, 40mm diameter flush bend with fittings and clamps, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Fxiture as per Annexure.
ROCA wall mounted closet as per the direction of Engineer in-charge | Each | 27118.65 | 27118.65 | 4.0 | False | None | None | False | None | False | 108474.6 | 0 | 4069721 | 158328 | None | JLRUL-7-18 | ROCA make (Model Java) White vitreous china clay, flat back wash basin size 630x450mm with hot and cold water mixing pillar cock (ROCA make) with C.I / M.S brackets, 32 mm C.P. brass waste coupling with bottle trap of standard pattern, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications.
Oval Under counter with CP Pillar cock with bottle trap as per the direction of Engineer in-charge | Unit | 16949.16 | 16949.16 | 4.0 | False | None | None | False | None | False | 67796.64 | 0 | 4069722 | 158328 | None | JLRUL-7-19 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
One urinal basin with 5 litre white P.V.C. automatic flushing cistern as per the direction of Engineer in-charge | Unit | 4899.41 | 4899.41 | 4.0 | False | None | None | False | None | False | 19597.64 | 0 | 4069723 | 158328 | None | JLRUL-7-20 | Providing and fixing of wall cladding using 20mm thick gang saw water cut Shiva gold granite, grey granite in CM 1:3 (1 cement : 3 coarse sand) proportion cut to required shape, pattern with paper joints, finished with cement mortal using white cement and colour pigments to match the colour of slab making through jointing with sealant, making holes 25mmx12mm grooves in joints including cost of all materials, mortar, labour, curing etc., complete. as per the direction of Engineer in-charge | Sqm | 3694.92 | 3694.92 | 3.6 | False | None | None | False | None | False | 13301.712 | 0 | 4069724 | 158328 | None | JLRUL-7-21 | Providing and fixing 600x450mm bevelLead edge Mirror of superior glass with 6mm hard board backing and fixed to wooden cleats with C.P screws, washers, including cost of materials, labour complete as per specifications. Jaquar as per the direction of Engineer in-charge | Unit | 4576.28 | 4576.28 | 4.0 | False | None | None | False | None | False | 18305.12 | 0 | 4069725 | 158328 | None | JLRUL-7-22 | Providing & Fixing in position CP health faucets including necessary fittings & specials etc., complete. Jaquar continental as per the direction of Engineer in-charge | Unit | 3855.94 | 3855.94 | 4.0 | False | None | None | False | None | False | 15423.76 | 0 | 4069726 | 158328 | None | JLRUL-7-23 | Providing and fixing C.P. brass Towel rail 740mm length, 20mm dia with C.P brackets, fixed to wooden cleats with C.P. brass screws including cost of materials, labour complete as per specifications..Jaquar continental as per the direction of Engineer in-charge | Unit | 1898.31 | 1898.31 | 2.0 | False | None | None | False | None | False | 3796.62 | 0 | 4069727 | 158328 | None | JLRUL-7-24 | Providing & Fixing in position CP bib cocks auto closing with built in control valve including wall flanges and necessary fittings & specials etc., complete.. Jaquar Cat 043 pressmatic series as per the direction of Engineer in-charge | Unit | 1483.06 | 1483.06 | 4.0 | False | None | None | False | None | False | 5932.24 | 0 | 4069728 | 158328 | None | JLRUL-7-25 | Providing and fixing 100 mm sand cast Iron grating for gully trap. as per the direction of Engineer in-charge | Each | 51.7 | 51.7 | 12.0 | False | None | None | False | None | False | 620.4 | 0 | 4069729 | 158328 | None | JLRUL-7-26 | Providing and fixing PTMT grating of approved quality and colour.
Circular type
100 mm nominal dia and as per the engineer incharge | Each | 45.09 | 45.09 | 12.0 | False | None | None | False | None | False | 541.08 | 0 | 4069730 | 158328 | None | JLRUL-7-27 | Providing and fixing brass stop cock of approved quality :
15 mm nominal bore and as per the engineer incharge | Each | 328.9 | 328.9 | 12.0 | False | None | None | False | None | False | 3946.8 | 0 | 4069731 | 158328 | None | JLRUL-7-28 | Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments.and as per the engineer incharge
3.00 HP/2.2KW - 9 STG | Nos | 22124.33 | 22124.33 | 1.0 | False | None | None | False | None | False | 22124.33 | 0 | 4069732 | 158328 | None | JLRUL-7-29 | Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments.and as per the engineer incharge
1.00 HP/0.75KW - 7 STG | Nos | 14649.84 | 14649.84 | 1.0 | False | None | None | False | None | False | 14649.84 | 0 |
| 1727191806000 | 0 | None | None | Buildings | WATER SUPPLY -FIRST FLOOR - SE FOR JLR HOUSE - USLOOR LAKE - (PRAVASI SOUDHA) | 385876.59 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
4069733 | 158329 | None | JLRUL-8-01 | Water Supply First Floor- 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) with jointing of approved type, with all labour, lead & lifts, including encasing the 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:
Pipes of SN4, 75mm dia.and as per the engineer incharge | m | 241.11 | 241.11 | 50.0 | False | None | None | False | None | False | 12055.5 | 0 | 4069734 | 158329 | None | JLRUL-8-02 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work
25 mm nominal dia Pipes | m | 328.9 | 328.9 | 50.0 | False | None | None | False | None | False | 16445.0 | 0 | 4069735 | 158329 | None | JLRUL-8-03 | White vitreous china clay, WALL mounted European Water closet with frame & also with black solid plastic seat and lid, C.P brass hinges, rubber buffers. 32 mm dia CP brass Concealed Cistern (all are approved make ) with fittings, C.I / M.S brackets, 40mm diameter flush bend with fittings and clamps, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Fxiture as per Annexure.
ROCA wall mounted closet | Each | 27118.65 | 27118.65 | 4.0 | False | None | None | False | None | False | 108474.6 | 0 | 4069736 | 158329 | None | JLRUL-8-04 | ROCA make (Model Java) White vitreous china clay, flat back wash basin size 630x450mm with hot and cold water mixing pillar cock (ROCA make) with C.I / M.S brackets, 32 mm C.P. brass waste coupling with bottle trap of standard pattern, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. and as per the engineer incharge
Oval Under counter with CP Pillar cock with bottle trap | Unit | 16949.16 | 16949.16 | 6.0 | False | None | None | False | None | False | 101694.96 | 0 | 4069737 | 158329 | None | JLRUL-2-05 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
One urinal basin with 5 litre white P.V.C. automatic flushing cistern
ROCA make and as per the engineer incharge | Unit | 21073.48 | 21073.48 | 4.0 | False | None | None | False | None | False | 84293.92 | 0 | 4069738 | 158329 | None | JLRUL-8-05 | Providing and fixing of wall cladding using 20mm thick gang saw water cut Shiva gold granite, grey granite in CM 1:3 (1 cement : 3 coarse sand) proportion cut to required shape, pattern with paper joints, finished with cement mortal using white cement and colour pigments to match the colour of slab making through jointing with sealant, making holes 25mmx12mm grooves in joints including cost of all materials, mortar, labour, curing etc., complete. and as per the engineer incharge | Sqm | 3731.87 | 3731.87 | 3.6 | False | None | None | False | None | False | 13434.732 | 0 | 4069739 | 158329 | None | JLRUL-8-06 | Providing and fixing 600x450mm bevelLead edge Mirror of superior glass with 6mm hard board backing and fixed to wooden cleats with C.P screws, washers, including cost of materials, labour complete as per specifications. Jaquar and as per the engineer incharge | Unit | 4576.28 | 4576.28 | 4.0 | False | None | None | False | None | False | 18305.12 | 0 | 4069740 | 158329 | None | JLRUL-8-07 | Providing & Fixing in position CP health faucets including necessary fittings & specials etc., complete. Jaquar continental and as per the engineer incharge | Unit | 3855.94 | 3855.94 | 4.0 | False | None | None | False | None | False | 15423.76 | 0 | 4069741 | 158329 | None | JLRUL-8-08 | Providing and fixing C.P. brass Towel rail 740mm length, 20mm dia with C.P brackets, fixed to wooden cleats with C.P. brass screws including cost of materials, labour complete as per specifications..Jaquar continental | Unit | 1898.31 | 1898.31 | 2.0 | False | None | None | False | None | False | 3796.62 | 0 | 4069742 | 158329 | None | JLRUL-2-06 | Providing & Fixing in position CP bib cocks auto closing with built in control valve including wall flanges and necessary fittings & specials etc., complete.. Jaquar Cat 043 pressmatic series and as per the engineer incharge | Unit | 1483.06 | 1483.06 | 4.0 | False | None | None | False | None | False | 5932.24 | 0 | 4069743 | 158329 | None | JLRUL-8-09 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 52.29 | 52.29 | 14.0 | False | None | None | False | None | False | 732.06 | 0 | 4069744 | 158329 | None | JLRUL-8-10 | Providing and fixing PTMT grating of approved quality and colour.
Circular type
100 mm nominal dia | Each | 45.51 | 45.51 | 14.0 | False | None | None | False | None | False | 637.14 | 0 | 4069745 | 158329 | None | JLRUL-8-11 | Providing and fixing brass stop cock of approved quality :
15 mm nominal bore | Each | 332.21 | 332.21 | 14.0 | False | None | None | False | None | False | 4650.94 | 0 |
| 1727191806000 | 0 | None | None | Buildings | WATER SUPPLY -SECOND FLOOR - SE FOR JLR HOUSE - USLOOR LAKE - (PRAVASI SOUDHA) | 391170.53 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
4069746 | 158330 | None | JLRUL-9-01 | Water Supply Second Floor- 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) with jointing of approved type, with all labour, lead & lifts, including encasing the 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:
Pipes of SN4, 75mm dia.and as per the engineer incharge | m | 323.23 | 323.23 | 50.0 | False | None | None | False | None | False | 16161.5 | 0 | 4069747 | 158330 | None | JLRUL-9-02 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work
25 mm nominal dia Pipes | m | 332.12 | 332.12 | 50.0 | False | None | None | False | None | False | 16606.0 | 0 | 4069748 | 158330 | None | JLRUL-9-03 | White vitreous china clay, WALL mounted European Water closet with frame & also with black solid plastic seat and lid, C.P brass hinges, rubber buffers. 32 mm dia CP brass Concealed Cistern (all are approved make ) with fittings, C.I / M.S brackets, 40mm diameter flush bend with fittings and clamps, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Fxiture as per Annexure.
ROCA wall mounted closet | Each | 27118.65 | 27118.65 | 4.0 | False | None | None | False | None | False | 108474.6 | 0 | 4069749 | 158330 | None | JLRUL-9-04 | ROCA make (Model Java) White vitreous china clay, flat back wash basin size 630x450mm with hot and cold water mixing pillar cock (ROCA make) with C.I / M.S brackets, 32 mm C.P. brass waste coupling with bottle trap of standard pattern, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. and as per the engineer incharge
Oval Under counter with CP Pillar cock with bottle trap | Unit | 16949.16 | 16949.16 | 6.0 | False | None | None | False | None | False | 101694.96 | 0 | 4069750 | 158330 | None | JLRUL-9-05 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
One urinal basin with 5 litre white P.V.C. automatic flushing cistern
ROCA make and as per the engineer incharge | Unit | 21282.12 | 21282.12 | 4.0 | False | None | None | False | None | False | 85128.48 | 0 | 4069751 | 158330 | None | JLRUL-9-06 | Providing and fixing of wall cladding using 20mm thick gang saw water cut Shiva gold granite, grey granite in CM 1:3 (1 cement : 3 coarse sand) proportion cut to required shape, pattern with paper joints, finished with cement mortal using white cement and colour pigments to match the colour of slab making through jointing with sealant, making holes 25mmx12mm grooves in joints including cost of all materials, mortar, labour, curing etc., complete. and as per the engineer incharge | Sqm | 3768.82 | 3768.82 | 3.6 | False | None | None | False | None | False | 13567.752 | 0 | 4069752 | 158330 | None | JLRUL-9-07 | Providing and fixing 600x450mm bevelLead edge Mirror of superior glass with 6mm hard board backing and fixed to wooden cleats with C.P screws, washers, including cost of materials, labour complete as per specifications. Jaquar and as per the engineer incharge | Unit | 4576.28 | 4576.28 | 4.0 | False | None | None | False | None | False | 18305.12 | 0 | 4069753 | 158330 | None | JLRUL-9-08 | Providing & Fixing in position CP health faucets including necessary fittings & specials etc., complete. Jaquar continental and as per the engineer incharge | Unit | 3855.94 | 3855.94 | 4.0 | False | None | None | False | None | False | 15423.76 | 0 | 4069754 | 158330 | None | JLRUL-9-09 | Providing and fixing C.P. brass Towel rail 740mm length, 20mm dia with C.P brackets, fixed to wooden cleats with C.P. brass screws including cost of materials, labour complete as per specifications..Jaquar continental | Unit | 1898.31 | 1898.31 | 2.0 | False | None | None | False | None | False | 3796.62 | 0 | 4069755 | 158330 | None | JLRUL-9-10 | Providing & Fixing in position CP bib cocks auto closing with built in control valve including wall flanges and necessary fittings & specials etc., complete.. Jaquar Cat 043 pressmatic series and as per the engineer incharge | Unit | 1483.06 | 1483.06 | 4.0 | False | None | None | False | None | False | 5932.24 | 0 | 4069756 | 158330 | None | JLRUL-9-11 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 52.72 | 52.72 | 14.0 | False | None | None | False | None | False | 738.08 | 0 | 4069757 | 158330 | None | JLRUL-9-12 | Providing and fixing PTMT grating of approved quality and colour.
Circular type
100 mm nominal dia | Each | 46.02 | 46.02 | 14.0 | False | None | None | False | None | False | 644.28 | 0 | 4069758 | 158330 | None | JLRUL-9-13 | Providing and fixing brass stop cock of approved quality :
15 mm nominal bore | Each | 335.51 | 335.51 | 14.0 | False | None | None | False | None | False | 4697.14 | 0 |
| 1727191806000 | 0 | None | None | Buildings | WATER SUPPLY -TERRACE FLOOR - SE FOR JLR HOUSE - USLOOR LAKE - (PRAVASI SOUDHA) | 429178.29 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
4069759 | 158331 | None | JLRUL-10-01 | Water Supply Terrace Floor- 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) with jointing of approved type, with all labour, lead & lifts, including encasing the 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:
Pipes of SN4, 75mm dia.and as per the engineer incharge | m | 245.94 | 245.94 | 50.0 | False | None | None | False | None | False | 12297.0 | 0 | 4069760 | 158331 | None | JLRUL-10-02 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work
25 mm nominal dia Pipes | m | 335.43 | 335.43 | 50.0 | False | None | None | False | None | False | 16771.5 | 0 | 4069761 | 158331 | None | JLRUL-10-03 | White vitreous china clay, WALL mounted European Water closet with frame & also with black solid plastic seat and lid, C.P brass hinges, rubber buffers. 32 mm dia CP brass Concealed Cistern (all are approved make ) with fittings, C.I / M.S brackets, 40mm diameter flush bend with fittings and clamps, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Fxiture as per Annexure.
ROCA wall mounted closet | Each | 27118.65 | 27118.65 | 4.0 | False | None | None | False | None | False | 108474.6 | 0 | 4069762 | 158331 | None | JLRUL-10-04 | ROCA make (Model Java) White vitreous china clay, flat back wash basin size 630x450mm with hot and cold water mixing pillar cock (ROCA make) with C.I / M.S brackets, 32 mm C.P. brass waste coupling with bottle trap of standard pattern, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. and as per the engineer incharge
Oval Under counter with CP Pillar cock with bottle trap | Unit | 16949.16 | 16949.16 | 6.0 | False | None | None | False | None | False | 101694.96 | 0 | 4069763 | 158331 | None | JLRUL-10-05 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
One urinal basin with 5 litre white P.V.C. automatic flushing cistern
ROCA make and as per the engineer incharge | Unit | 21490.68 | 21490.68 | 4.0 | False | None | None | False | None | False | 85962.72 | 0 | 4069764 | 158331 | None | JLRUL-10-06 | Providing and fixing of wall cladding using 20mm thick gang saw water cut Shiva gold granite, grey granite in CM 1:3 (1 cement : 3 coarse sand) proportion cut to required shape, pattern with paper joints, finished with cement mortal using white cement and colour pigments to match the colour of slab making through jointing with sealant, making holes 25mmx12mm grooves in joints including cost of all materials, mortar, labour, curing etc., complete. and as per the engineer incharge | Sqm | 3805.77 | 3805.77 | 3.6 | False | None | None | False | None | False | 13700.772 | 0 | 4069765 | 158331 | None | JLRUL-10-07 | Providing and fixing 600x450mm bevelLead edge Mirror of superior glass with 6mm hard board backing and fixed to wooden cleats with C.P screws, washers, including cost of materials, labour complete as per specifications. Jaquar and as per the engineer incharge | Unit | 4576.28 | 4576.28 | 4.0 | False | None | None | False | None | False | 18305.12 | 0 | 4069766 | 158331 | None | JLRUL-10-08 | Providing & Fixing in position CP health faucets including necessary fittings & specials etc., complete. Jaquar continental and as per the engineer incharge | Unit | 3855.94 | 3855.94 | 4.0 | False | None | None | False | None | False | 15423.76 | 0 | 4069767 | 158331 | None | JLRUL-10-09 | Providing and fixing C.P. brass Towel rail 740mm length, 20mm dia with C.P brackets, fixed to wooden cleats with C.P. brass screws including cost of materials, labour complete as per specifications..Jaquar continental | Unit | 1898.31 | 1898.31 | 2.0 | False | None | None | False | None | False | 3796.62 | 0 | 4069768 | 158331 | None | JLRUL-10-10 | Providing & Fixing in position CP bib cocks auto closing with built in control valve including wall flanges and necessary fittings & specials etc., complete.. Jaquar Cat 043 pressmatic series and as per the engineer incharge | Unit | 1483.06 | 1483.06 | 4.0 | False | None | None | False | None | False | 5932.24 | 0 | 4069769 | 158331 | None | JLRUL-10-11 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 53.23 | 53.23 | 14.0 | False | None | None | False | None | False | 745.22 | 0 | 4069770 | 158331 | None | JLRUL-10-12 | Providing and fixing PTMT grating of approved quality and colour.
Circular type
100 mm nominal dia | Each | 46.45 | 46.45 | 14.0 | False | None | None | False | None | False | 650.3 | 0 | 4069771 | 158331 | None | JLRUL-10-13 | Providing and fixing brass stop cock of approved quality :
15 mm nominal bore | Each | 338.82 | 338.82 | 14.0 | False | None | None | False | None | False | 4743.48 | 0 | 4069772 | 158331 | None | JLRUL-10-14 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | l | 10.17 | 10.17 | 4000.0 | False | None | None | False | None | False | 40680.0 | 0 |
| 1727191806000 | 0 | None | None | Buildings | SE FOR BOREWELL FOR JLR HOUSE - USLOOR LAKE - (PRAVASI SOUDHA) | 255035.83 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
4069773 | 158332 | None | JLRUL-11-01 | Bore well - Geophysical investigation at site for sinking borewells for Providing
drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc.
NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%,
b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. etc. complete.
(WS & UGD S R 2023-24, Page No: 140, Item No:12.4) | Each | 5816.8 | 5816.8 | 1.0 | False | None | None | False | None | False | 5816.8 | 0 | 4069774 | 158332 | None | JLRUL-11-02 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - 0.00 to 50.00 Mtrs
(WS & UGD S R 2023-24, Page No: 139, Item No: 12.1) | m | 407.0 | 407.0 | 50.0 | False | None | None | False | None | False | 20350.0 | 0 | 4069775 | 158332 | None | JLRUL-11-03 | Bore well -Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - 50.00 to 100.00 Mtrs
(WS & UGD S R 2023-24, Page No: 139, Item No: 12.1) | m | 510.4 | 510.4 | 50.0 | False | None | None | False | None | False | 25520.0 | 0 | 4069776 | 158332 | None | JLRUL-11-04 | Bore well -Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) -100.00 to 150.00 Mtrs
(WS & UGD S R 2023-24, Page No: 139, Item No: 12.1) | m | 542.3 | 542.3 | 50.0 | False | None | None | False | None | False | 27115.0 | 0 | 4069777 | 158332 | None | JLRUL-11-05 | Bore well -Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) -150.00 to 200.00 Mtrs
(WS & UGD S R 2023-24, Page No: 139, Item No: 12.1) | m | 629.21 | 629.21 | 50.0 | False | None | None | False | None | False | 31460.5 | 0 | 4069778 | 158332 | None | JLRUL-11-06 | Bore well -Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - 200.00 to 250.00 Mtrs
(WS & UGD S R 2023-24, Page No: 139, Item No: 12.1) | m | 738.11 | 738.11 | 50.0 | False | None | None | False | None | False | 36905.5 | 0 | 4069779 | 158332 | None | JLRUL-11-07 | Bore well -Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - 250.00 to 300.00 Mtrs
(WS & UGD S R 2023-24, Page No: 139, Item No: 12.1) | m | 814.0 | 814.0 | 50.0 | False | None | None | False | None | False | 40700.0 | 0 | 4069780 | 158332 | None | JLRUL-11-08 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty.
(WS & UGD S R 2023-24, Page No:139, Item No: 12.32) | m | 2232.62 | 2232.62 | 30.0 | False | None | None | False | None | False | 66978.6 | 0 | 4069781 | 158332 | None | JLRUL-11-09 | Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge (WS & UGD S R 2023-24, Page No: 143, Item No: 12.34) | Each | 189.43 | 189.43 | 1.0 | False | None | None | False | None | False | 189.43 | 0 |
| 1727191806000 | 0 | None | None | Buildings | SE FOR SUBMERSIBLE PUMPSET FOR BOREWELL FOR JLR HOUSE - USLOOR LAKE - (PRAVASI SOUDHA) | 531344.28 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4069782 | 158333 | None | JLRUL-12-01 | Submersible pump - Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete. (WS & UGD Common SR ,2023-24, P-152, I-13.15.7) - Head - 165 mtrs, Discharge - 90 LPM, 7.5 HP / 15 stage | Set | 44891.0 | 44891.0 | 1.0 | False | None | None | False | None | False | 44891.0 | 0 | 4069783 | 158333 | None | JLRUL-12-02 | Submersible pump - Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete. (WS & UGD Common SR ,2023-24, P-152, I-13.15.7) - Head - 165 mtrs, Discharge - 90 LPM, 7.5 HP / 15 stage | m | 308.0 | 308.0 | 600.0 | False | None | None | False | None | False | 184800.0 | 0 | 4069784 | 158333 | None | JLRUL-12-03 | GI PIPE: Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete. (WS & UGD Common SR 2023-24, P-127, I-11.2.6) - Medium Duty GI pipe of 50mm dia | m | 642.4 | 642.4 | 310.0 | False | None | None | False | None | False | 199144.0 | 0 | 4069785 | 158333 | None | JLRUL-12-04 | Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any (WS & UGD Common SR 2023-24, P-129, I-11.6.6) - For 50 mm dia GI collar. | No | 293.7 | 293.7 | 30.0 | False | None | None | False | None | False | 8811.0 | 0 | 4069786 | 158333 | None | JLRUL-12-05 | Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any. (WS & UGD Common SR 2023-24, P-130, I-11.8.6) - For 50 mm dia GI BEND | No | 393.8 | 393.8 | 4.0 | False | None | None | False | None | False | 1575.2 | 0 | 4069787 | 158333 | None | JLRUL-12-06 | Supply and delivery at site wrought middle steel (galvanized) GI union confirming to IS 1239-II, 1991 with latest amendments if any. (WS & UGD Common SR 2023-24, P-131, I-11.12.6) - For 50 mm dia GI Union | No | 293.7 | 293.7 | 1.0 | False | None | None | False | None | False | 293.7 | 0 | 4069788 | 158333 | None | JLRUL-12-07 | PRESSURE GAUGE -Supply and Delivery of brand new make with GM stop cock and GM Tee and 2 Nos of nipples ISI certified suitable range pressure gauge with best quality 1 ampere. Pressure Gauge 50mm size (MR). | No | 440.0 | 440.0 | 1.0 | False | None | None | False | None | False | 440.0 | 0 | 4069789 | 158333 | None | JLRUL-12-08 | GATE VALVE : Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments
(WS & UGD Common SR 2023-24, P-154, I-13.24.1) - Size 50 mm | No | 1375.0 | 1375.0 | 1.0 | False | None | None | False | None | False | 1375.0 | 0 | 4069790 | 158333 | None | JLRUL-12-09 | NON RETURN VALVE : Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments
(WS & UGD Common SR 2023-24, P-154, I-13.25.1) - Size 50 mm | No | 1375.0 | 1375.0 | 1.0 | False | None | None | False | None | False | 1375.0 | 0 | 4069791 | 158333 | None | JLRUL-12-10 | COMBINED ENERGY METER AND CONTROL PANEL BOARD UNIT- OUTDOOR TYPE : supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL- Direct Online Starter 2) S-D- Star Delta Starter etc. complete. (WS & UGD Common SR 2023-24, P-154, I-13.23.3) - 6 to 15 HP pumps | Unit | 17490.0 | 17490.0 | 1.0 | False | None | None | False | None | False | 17490.0 | 0 | 4069792 | 158333 | None | JLRUL-12-11 | POWER SHUNT CAPACITORS : Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets.
(WS & UGD Common SR 2023-2024, Volume-5, Page No:155, I-13.25) | Kvar | 605.0 | 605.0 | 3.0 | False | None | None | False | None | False | 1815.0 | 0 | 4069793 | 158333 | None | JLRUL-12-12 | ERECTION OF PUMPSET: Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. (WS & UGD Common SR 2023-2024, Volume-5, Page No:156, I-13.32) | Job | 7150.0 | 7150.0 | 1.0 | False | None | None | False | None | False | 7150.0 | 0 | 4069794 | 158333 | None | JLRUL-12-13 | ERECTION OF PANEL BOARD AND METER BOARD UNIT :
Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. (WS & UGD Common SR 2023-2024, Volume-5, Page No:156, I-13.34) - Outdoor type | Set | 1595.0 | 1595.0 | 1.0 | False | None | None | False | None | False | 1595.0 | 0 | 4069795 | 158333 | None | JLRUL-12-14 | Labour charges of laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required. In existing trench / duct. - 6 sqmm to 16 sqmm (PW,P & IWTD, Mysuru circle, SR 2019-2020 , Electrical works , Page No: 41, Item No:6.5.1) | m | 819.5 | 819.5 | 60.0 | False | None | None | False | None | False | 49170.0 | 0 | 4069796 | 158333 | None | JLRUL-12-15 | 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.
(WS & UGD Common SR 2023-2024, Volume-5, Page No:157, I-13.39) | Pit | 4125.0 | 4125.0 | 1.0 | False | None | None | False | None | False | 4125.0 | 0 | 4069797 | 158333 | None | JLRUL-12-16 | Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 A three phase 4 wire whole current class-1 Accuracy Energy Meter. (PWD Common SR 2021-22, Part- I Ele items, P-14, I- 5.35) | Each | 5919.38 | 5919.38 | 1.0 | False | None | None | False | None | False | 5919.38 | 0 | 4069798 | 158333 | None | JLRUL-12-17 | Supplying, fixing and wiring of Auto start equipment for automatic switch off/ switch on of the pump set during power failure. The above equipment should be housed in the control panel (out door) and necessary control wiring between auto starter.(MR) | Nos. | 1375.0 | 1375.0 | 1.0 | False | None | None | False | None | False | 1375.0 | 0 |
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