| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1721300106000 | 0 | None | None | Roads | IMPROVEMENTS WORK OF DEVANAHALLI-KEMPAPURA ROAD (SH-96) TO GADDEKANNURU VILLAGE ROAD IN KOLAR TALUK | 24835392.46 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3543213 | 127929 | None | Vol-3,P. No.7 - I.No.2.5(II B) | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle ( Vol-3,P. No:7 - I.No:2.5(II B)) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | 100 Sqm | 463.74 | 463.74 | 72.0 | False | None | None | False | None | False | 33389.28 | 0 | | 3543214 | 127929 | None | Vol-3,P. No.15 - I.No.3.5 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead ( Vol-3,P. No.15 - I.No.3.5) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Sqm | 7.08 | 7.08 | 9475.0 | False | None | None | False | None | False | 67083.0 | 0 | | 3543215 | 127929 | None | Vol-1,P. No.8 - I.No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights,including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ( Vol-1,P. No.8 - I.No.1.14.1) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Cum | 120.36 | 120.36 | 2227.5 | False | None | None | False | None | False | 268101.9 | 0 | | 3543216 | 127929 | None | Vol-1 P7-1.7 | Construction of Embankment with approved materials deposited at site fromroadway cutting and excavation from drain and foundation of other structuresgraded with desired compaction. (Royalty shall be recovered @ Rs. 60.00-m3) Vol-1 P7-1.7 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Cum | 140.42 | 140.42 | 2681.25 | False | None | None | False | None | False | 376501.125 | 0 | | 3543217 | 127929 | None | Vol-3,P. No.23 - I.No.4.2 A (v) | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401,For Grading -V Material ( Vol-3,P. No.23 - I.No.4.2 A (v) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Cum | 2934.66 | 2934.66 | 947.5 | False | None | None | False | None | False | 2780590.35 | 0 | | 3543218 | 127929 | None | Vol-3,P. No.26 - I.No.4.27(A) | Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver-grader in sub-base - base course on well prepared surface and compacting with vibratory roller to achieve the desired density ( Vol-3,P. No.26 - I.No.4.27(A) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Cum | 3019.62 | 3019.62 | 2368.75 | False | None | None | False | None | False | 7152724.875 | 0 | | 3543219 | 127929 | None | Vol-3,P. No.29 - I.No.5.1A(i) | Prime Coat over WMM-WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. ( Vol-3,P. No.29 - I.No.5.1A(i) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Sqm | 48.38 | 48.38 | 16850.0 | False | None | None | False | None | False | 815203.0 | 0 | | 3543220 | 127929 | None | Vol-3,P. No.32 - I.No.5.6C | Providing and laying Bituminous Macadam with 40-60 tphcapacity hot mix plant using crushed aggregates of specifiedgrading premixed with bituminous binder VG-30 @ 3.3% byweight of mix, transported to site, laid over a previously preparedsurface with mechanical paver finisher to the required grade,level and alignment and rolled as per clauses 501.6 and 501.7 toachieve the desired compaction. ( Vol-3,P. No.32 - I.No.5.6C) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Cum | 8805.16 | 8805.16 | 837.81 | False | None | None | False | None | False | 7377051.0996 | 0 | | 3543221 | 127929 | None | Vol-3,P. No.31 - I.No.5.4(ii) | Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface ( Vol-3,P. No.43 - I.No.5.33 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Sqm | 17.7 | 17.7 | 16206.25 | False | None | None | False | None | False | 286850.625 | 0 | | 3543222 | 127929 | None | Vol-3,P. No.43- I.No.5.31 | Providing and laying Semi Dense Bituminous Concrete with40-60 TPH capacity hot mix plant batch type using crushedaggregates of specified grading premixed with bituminous binderVG-30 @ 5% by weight of mix and filler, transported to sitelaid over a previously prepared surface with mechanical paverfinisher to the required grade, level and alignment and rolled asper MoRTH V revision. ( Vol-3,P. No.43- I.No.5.31) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Cum | 11979.36 | 11979.36 | 405.15 | False | None | None | False | None | False | 4853437.704 | 0 | | 3543223 | 127929 | None | Vol-3,P. No.63 and 64 - I.No.8.5( iv) | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC.67.2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm-4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC.67.2012. 60 cm equilateral triangle ( Vol-3,P. No.64 - I.No.8.5( iv) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Each | 4219.68 | 4219.68 | 8.0 | False | None | None | False | None | False | 33757.44 | 0 | | 3543224 | 127929 | None | Vol-3,P. No.55 - I.No.8.7 | Direction and Place Identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC.67.2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ( Vol-3,P. No.55 - I.No.8.7) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Sqm | 10631.8 | 10631.8 | 3.6 | False | None | None | False | None | False | 38274.48 | 0 | | 3543225 | 127929 | None | Vol-3,P. No.67 - I.No.8.15 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g-m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC.35.2015.The finished surface to be level, uniform and free from streaks and holes ( Vol-3,P. No.67 - I.No.8.15) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Sqm | 625.4 | 625.4 | 600.0 | False | None | None | False | None | False | 375240.0 | 0 | | 3543226 | 127929 | None | Vol-3-P 74 -8.43 | Supplying and Fixing of Molded Shank Raised Pavement Markers - Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW-NH-33023-10-97DO III Dt 11.06. 1997. The height, width and length shall notexceed 50 mm, 100 mm and 102 +-- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +-- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +-- 2 mm and height not less than 30+-- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside,without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulatedretro-reflectance of the reflecting panel, to the Engineer Vol-3-P 74 -8.43) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Each | 430.7 | 430.7 | 400.0 | False | None | None | False | None | False | 172280.0 | 0 | | 3543227 | 127929 | None | Vol-3,P. No.7 - I.No.2.5(II B) | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle ( Vol-3,P. No.7 - I.No.2.5(II B)) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | 100 Sqm | 463.74 | 463.74 | 72.0 | False | None | None | False | None | False | 33389.28 | 0 | | 3543228 | 127929 | None | Vol-3,P. No.7 - I.No.2.5(II B) | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle ( Vol-3,P. No.7 - I.No.2.5(II B)) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | 100 Sqm | 463.74 | 463.74 | 72.0 | False | None | None | False | None | False | 33389.28 | 0 | | 3543229 | 127929 | None | Vol-3,P. No.7 - I.No.2.5(II B) | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle ( Vol-3,P. No.7 - I.No.2.5(II B)) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | 100 Sqm | 463.74 | 463.74 | 72.0 | False | None | None | False | None | False | 33389.28 | 0 | | 3543230 | 127929 | None | Vol-3 p93-10.15(i) | Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg- m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. Vol-3 p93-10.15(i) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Sqm | 310.34 | 310.34 | 56.25 | False | None | None | False | None | False | 17456.625 | 0 | | 3543231 | 127929 | None | Vol-3 p93-10.15(i) | Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg- m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. Vol-3 p93-10.15(i) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Sqm | 310.34 | 310.34 | 112.5 | False | None | None | False | None | False | 34913.25 | 0 | | 3543232 | 127929 | None | Vol-3 p93-10.15(i) | Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg- m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. Vol-3 p93-10.15(i) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Sqm | 310.34 | 310.34 | 168.75 | False | None | None | False | None | False | 52369.875 | 0 |
| | 1721300106000 | 0 | None | None | Roads | Construction of Rcc drain | 3233332.67 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3543233 | 127930 | None | Vol-1, P 8-1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (Vol-1, P 8-1.14.1) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Cum | 120.36 | 120.36 | 519.75 | False | None | None | False | None | False | 62557.11 | 0 | | 3543234 | 127930 | None | Vol-1, P.15-2.1.3 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.15-2.1.3) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Cum | 7067.02 | 7067.02 | 57.75 | False | None | None | False | None | False | 408120.405 | 0 | | 3543235 | 127930 | None | Vol-1, P.15-2.2.1 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Vol-1, P.15-2.2.1) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Cum | 7418.66 | 7418.66 | 159.51 | False | None | None | False | None | False | 1183350.4566 | 0 | | 3543236 | 127930 | None | Vol-1, P.115-2 | AddCentering charges for Rcc drain (Vol-1, P.115-2) 35% ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Cum | 2596.53 | 2596.53 | 159.51 | False | None | None | False | None | False | 414172.5003 | 0 | | 3543237 | 127930 | None | Page no. 18 Item no. 2.11 Volume 1 | 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. Page no. 18 Item no. 2.11 Volume 1 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | MT | 93232.98 | 93232.98 | 4.79 | False | None | None | False | None | False | 446585.9742 | 0 | | 3543238 | 127930 | None | Vol-1, P.177-2.2.1 | Providing and laying 100mm thick pre-cast cover slabs over Road sidedrains - utility ducts - Rain water harvesting pit of width not exceeding1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg-m2, slabs jointed in CM 1:3 proportion and nicely finished Includingproviding holes in the Cover slabs wherever necessary for easy drainageof surface water including of labour, materials, scaffolding, usage ofmachinery, curing, lead and lift charges etc, Complete.(Vol-1, P.177-2.2.1) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Sqm | 1380.6 | 1380.6 | 495.0 | False | None | None | False | None | False | 683397.0 | 0 | | 3543239 | 127930 | None | Vol-1(P.5 -1.1 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. ( Vol-1 (P.5 -1.1) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Cum | 107.38 | 107.38 | 0.54 | False | None | None | False | None | False | 57.9852 | 0 | | 3543240 | 127930 | None | Vol-1 P15-2.2.1 | Providing and laying in position Cement Concrete for all Foundation works.The anite-trap-basalt crushed graded coarse aggregates and fine aggregatesas per relevant IS Codes machine mixed with super plasticizers laid in finishedlayers, well compacted using needle vibrators, including all lead & lifts, costof all materials, quality confirming to the requirements of relevant IS codes,labour, Usage charges of machinery, curing and all the other appurtenancesrequired to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesVol-1 P15-2.2.1 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Cum | 7418.66 | 7418.66 | 0.54 | False | None | None | False | None | False | 4006.0764 | 0 | | 3543241 | 127930 | None | Vol-2 (P.9 -5.4) | Providing Size Stone masonry with hard stone in foundation & plinth withCement mortar 1:6 (1 cement : 6 coarse sand)( Vol-2 (P.9 -5.4) ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Cum | 7539.02 | 7539.02 | 3.24 | False | None | None | False | None | False | 24426.4248 | 0 | | 3543242 | 127930 | None | Page no. 82 Item no. 11.25.2 Volume 2 | 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.Page no. 82 Item no. 11.25.2 Volume 2 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Sqm | 236.0 | 236.0 | 7.2 | False | None | None | False | None | False | 1699.2 | 0 | | 3543243 | 127930 | None | Page no. 17 Item no. 2.5.1 Volume 1 | 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesPage no. 17 Item no. 2.5.1 Volume 1 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Cum | 7539.02 | 7539.02 | 0.54 | False | None | None | False | None | False | 4071.0708 | 0 | | 3543244 | 127930 | None | Page no. 51 Item no. 8.59 Volume 2 | Distempering with 1st quality acrylic distemper (Ready mix) having VOC content less than 50 g-L of approved brand and manufacture to give an even shade :Old work (one coats) as per specifications and as per directions of Engineer in charge.Page no. 51 Item no. 8.59 Volume 2 ---- with all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges (Rates are inclusive of GST 18 percent) complete as per standard technical detailed specification and directions of the Engineer in charge of the work | Sqm | 55.46 | 55.46 | 16.02 | False | None | None | False | None | False | 888.4692 | 0 |
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