| 1724759278000 | 0 | None | None | Other Works | Construction of new wolf enclosure inside the zoo of Bannerughatta Biological Park, Bengaluru | 11585465.15 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3866662 | 148098 | None | Item1 | 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 ordinary/soft rock without blasting upto 1.5 m depth,(item no-1.15.1, page no-8, vol-1.) | Cum | 406.56 | 406.56 | 193.11 | False | None | None | False | None | False | 78510.8016 | 0 | | 3866663 | 148098 | None | Item2 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of oundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools,usage& other ppurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m,( in all kinds of soils) page no 6,item no 1.6.1, vol-1 | Cum | 542.08 | 542.08 | 13.5 | False | None | None | False | None | False | 7318.08 | 0 | | 3866664 | 148098 | None | Item3 | KSRB 2.2.6 : Excavation 1.5m and above in width in hard rock by chiselling and / or wedging, where blasting is prohibited for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5 m. in depth stacking the excavated stuff clear from the edge of excavation with lead upto 50m including cost of labour complete as per specifications. specification. No. KBS ( SSR 2018-2019, ) ITEM NO -2.8, | Cum | 1008.0 | 1008.0 | 135.41 | False | None | None | False | None | False | 136493.28 | 0 | | 3866665 | 148098 | None | Item4 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates( p no15, i no-2.1.2, VOL-1) | Cum | 6343.68 | 6343.68 | 45.93 | False | None | None | False | None | False | 291365.2224 | 0 | | 3866666 | 148098 | None | Item5 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)( P no-9, I no-5.4, VOL-2) | Cum | 7155.68 | 7155.68 | 86.58 | False | None | None | False | None | False | 619538.7744 | 0 | | 3866667 | 148098 | None | Item6 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.item no8.19.1,vol-2,page no- 44 | Sqm | 285.6 | 285.6 | 89.28 | False | None | None | False | None | False | 25498.368 | 0 | | 3866668 | 148098 | None | Item7 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 20 mm and down size graded crushed coarse aggregates aggregates item no 2.1.4, page NO-15 VOL 1, | Cum | 7659.34 | 7659.34 | 100.64 | False | None | None | False | None | False | 770835.9776 | 0 | | 3866669 | 148098 | None | Item8 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (including shuttering). (item no- 2.3.2, page no-16, vol-1) | Cum | 10886.4 | 10886.4 | 49.44 | False | None | None | False | None | False | 538223.616 | 0 | | 3866670 | 148098 | None | Item9 | 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. including shuttering. (item no- 2.5.2, page no-16, vol-1) | Cum | 13029.07 | 13029.07 | 7.04 | False | None | None | False | None | False | 91724.6528 | 0 | | 3866671 | 148098 | None | Item10 | 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. including shuttering. (item no- 2.5.2, page no-16, vol-1) | Cum | 12262.66 | 12262.66 | 25.06 | False | None | None | False | None | False | 307302.2596 | 0 | | 3866672 | 148098 | None | Item11 | 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. including shuttering. (item no- 2.5.2, page no-16, vol-1) | Cum | 11496.24 | 11496.24 | 32.02 | False | None | None | False | None | False | 368109.6048 | 0 | | 3866673 | 148098 | None | Item12 | 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 | Kg | 100.19 | 100.19 | 15706.0 | False | None | None | False | None | False | 1573584.14 | 0 | | 3866674 | 148098 | None | Item13 | 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.item no 6.32,page no 17,vol-2 | Sqm | 1467.2 | 1467.2 | 285.87 | False | None | None | False | None | False | 419428.464 | 0 | | 3866675 | 148098 | None | Item14 | 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.ITEM NO 8.2.1,VOL-2.PAGE NO -41 | Sqm | 330.4 | 330.4 | 1325.66 | False | None | None | False | None | False | 437998.064 | 0 | | 3866676 | 148098 | None | Item15 | 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. (Item no-8.51, page no-50, vol-2) | Sqm | 112.0 | 112.0 | 1209.56 | False | None | None | False | None | False | 135470.72 | 0 | | 3866677 | 148098 | None | Item16 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as per specifications and as per directions of Engineer in charge.item no 8.55.2, page no 51, vol -2 | Sqm | 59.36 | 59.36 | 611.86 | False | None | None | False | None | False | 36320.0096 | 0 | | 3866678 | 148098 | None | Item17 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge.( P no-50, I no-8.53.2) | Sqm | 110.88 | 110.88 | 611.86 | False | None | None | False | None | False | 67843.0368 | 0 | | 3866679 | 148098 | None | Item18 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Item no-8.30, page no-46, vol-2) | Sqm | 194.88 | 194.88 | 344.98 | False | None | None | False | None | False | 67229.7024 | 0 | | 3866680 | 148098 | None | Item19 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (Item no-11.25.1, page no-83, vol-2) | Kg | 126.56 | 126.56 | 8036.06 | False | None | None | False | None | False | 1017043.7536 | 0 | | 3866681 | 148098 | None | Item20 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops
and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ITEM NO-8.40, PAGE NO- 48,VOL-2 | Sqm | 128.8 | 128.8 | 356.22 | False | None | None | False | None | False | 45881.136 | 0 | | 3866682 | 148098 | None | Item21 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineerin-charge. (Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade)) ITEM NO-11.59, PAGE NO- 95,VOL-2 | Sqm | 941.92 | 941.92 | 950.0 | False | None | None | False | None | False | 894824.0 | 0 | | 3866683 | 148098 | None | Item22 | 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. ITEM no 11.28,page no 85,vol-2 | Kg | 632.8 | 632.8 | 5160.0 | False | None | None | False | None | False | 3265248.0 | 0 | | 3866684 | 148098 | None | Item23 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.VOL-2,PAGE NO-13,ITEM NO 6.7 | Cum | 9196.32 | 9196.32 | 0.22 | False | None | None | False | None | False | 2023.1904 | 0 | | 3866685 | 148098 | None | Item24 | Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.25 mm dia 2 mm thick(PWD, CSR-Electrical, 2021-22,Page No. 2, Item No.1.3.2) | Mtr | 88.48 | 88.48 | 40.0 | False | None | None | False | None | False | 3539.2 | 0 | | 3866686 | 148098 | None | Item25 | Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary,25 mm dia 2 mm thick.(PWD, CSR-Electrical, 2021-22,Page No. 2, Item No.1.2.2) | Mtr | 87.36 | 87.36 | 60.0 | False | None | None | False | None | False | 5241.6 | 0 | | 3866687 | 148098 | None | Item26 | Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc.(PWD, CSR-Electrical, 2021-22,Page No. 2, Item No.1.4.7)200 x 200 x 65 mm | No | 389.76 | 389.76 | 3.0 | False | None | None | False | None | False | 1169.28 | 0 | | 3866688 | 148098 | None | Item27 | 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.ITEM NO-13.34,PAGE NO-123,VOL-2 | Ltr | 10.08 | 10.08 | 1000.0 | False | None | None | False | None | False | 10080.0 | 0 | | 3866689 | 148098 | None | Item28 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge, 25 mm nominal dia Pipes.ITEM NO-13.31.3,PAGE NO-122 | Mtr | 356.16 | 356.16 | 60.0 | False | None | None | False | None | False | 21369.6 | 0 | | 3866690 | 148098 | None | Item29 | 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. Light Duty GI pipe of 65mm dia. (item no-11.1.7, vol-5, page no-127) | Mtr | 748.16 | 748.16 | 60.0 | False | None | None | False | None | False | 44889.6 | 0 | | 3866691 | 148098 | None | Item30 | 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 | Mtr | 323.68 | 323.68 | 60.0 | False | None | None | False | None | False | 19420.8 | 0 | | 3866692 | 148098 | None | Item31 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available 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. ITEM NO 10.1.7, VOL-5, PAGE NO-113 | Mtr | 460.32 | 460.32 | 30.0 | False | None | None | False | None | False | 13809.6 | 0 | | 3866693 | 148098 | None | Item32 | Providing and fixing of 2.5 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 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware and single point locking system with touch lock. Wall thickness of frame and sash shall be of 2mm to 2.5mm. Maximum possible size 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T and Ps shall not be made) (PWD, CSR, 2020-21, Page No. 110, Item No.12.89 | Sqm | 7337.12 | 7337.12 | 8.64 | False | None | None | False | None | False | 63392.7168 | 0 | | 3866694 | 148098 | None | Item33 | Constructing brick masonry chamber of internal dimension 230x150mm 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..ITEM NO 16.13,pGE NO-191,VOL-5 | No | 2505.44 | 2505.44 | 6.0 | False | None | None | False | None | False | 15032.64 | 0 | | 3866695 | 148098 | None | Item34 | 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. (Item no-16.10, vol-5, page no-191) | No | 4744.32 | 4744.32 | 6.0 | False | None | None | False | None | False | 28465.92 | 0 | | 3866696 | 148098 | None | Item35 | conveying the new CI or RCC machinehole frame and cover of 2CMTS from division stores to the workspot and fixing the same in cement concrete and removing the old frame and cover and conveying back the old one to stores. Page no 191.VOL-5,ITEM NO-16.14 | No | 452.48 | 452.48 | 12.0 | False | None | None | False | None | False | 5429.76 | 0 | | 3866697 | 148098 | None | Item36 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 14.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps vol-2,page no 132 | No | 3451.84 | 3451.84 | 1.0 | False | None | None | False | None | False | 3451.84 | 0 | | 3866698 | 148098 | None | Item37 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g.including all item no 14.40.2,page no 137,vol-2 | No | 555.52 | 555.52 | 1.0 | False | None | None | False | None | False | 555.52 | 0 | | 3866699 | 148098 | None | Item38 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 g. item no 13.26,page no 121,vol-2 | No | 112.0 | 112.0 | 1.0 | False | None | None | False | None | False | 112.0 | 0 | | 3866700 | 148098 | None | Item39 | Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete. (Item no-13.59, page no-127, vol-2) | No | 246.4 | 246.4 | 6.0 | False | None | None | False | None | False | 1478.4 | 0 | | 3866701 | 148098 | None | Item40 | excavation and installing soak pit cement rings, ring size 1.2m dia and 230mm depth with labour and installation charges | No | 1250.0 | 1250.0 | 20.0 | False | None | None | False | None | False | 25000.0 | 0 | | 3866702 | 148098 | None | Item41 | soak pit concrete cover 1.2m dia, 75mm thick with labour and installation charges | No | 3500.0 | 3500.0 | 2.0 | False | None | None | False | None | False | 7000.0 | 0 | | 3866703 | 148098 | None | Item42 | Supplying capacitor type ceiling fan complete with downrod blades, shackle, canopies etc, for operation on 230V, 50cycles. Singlephase ACsupplyconforming toISS-374-1979 and with double ball bearing system. 56" Sweep (1400 mm) Regular model(Item no-6.3.2, vol-6, page no-30) | No | 4204.48 | 4204.48 | 1.0 | False | None | None | False | None | False | 4204.48 | 0 | | 3866704 | 148098 | None | Item43 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). (Item no-5.1.1, vol-2, page no-9) | Cum | 5167.68 | 5167.68 | 13.37 | False | None | None | False | None | False | 69091.8816 | 0 | | 3866705 | 148098 | None | Item44 | Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. (Item no-9.36, page no-64, vol-2). | Sqm | 1848.0 | 1848.0 | 4.5 | False | None | None | False | None | False | 8316.0 | 0 | | 3866706 | 148098 | None | Item45 | 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. (Item no-1.9, page no-7, vol-1) | Cum | 297.92 | 297.92 | 122.85 | False | None | None | False | None | False | 36599.472 | 0 |
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