| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1721301455000 | 0 | None | None | Roads | IMPROVEMENT TO ROAD FROM NH75 TO JOIN MDR VAKKALERI-MARKANDAPURA-ARABHIKOTHANURU ROAD AT 3.60 KM AND CONSTRUCTION OF ROAD TO SRI ANJANEYASWAMY TEMPLE HILL VIA KHAJIKALLAHALLI | 42063262.75 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3543539 | 127949 | None | Vol-3,P. No:9 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:9 - 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 | 62.28 | False | None | None | False | None | False | 28881.7272 | 0 | | 3543540 | 127949 | 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 | 6468.75 | False | None | None | False | None | False | 45798.75 | 0 | | 3543541 | 127949 | None | Vol-1,P. No:5 I.No: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. No:5 - I.No: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 | 1419.0 | False | None | None | False | None | False | 152372.22 | 0 | | 3543542 | 127949 | None | Vol-1,P. No:8 I.No:1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ( Vol-1,P. No:8 - I.No:1.14.1) ---- 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 | 937.5 | False | None | None | False | None | False | 112837.5 | 0 | | 3543543 | 127949 | None | Vol-1,P. No:15 - I.No:2.1.3 | 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 ( Vol-1,P. No:15 - I.No: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 | 33.75 | False | None | None | False | None | False | 238511.925 | 0 | | 3543544 | 127949 | None | Vol-1, P.16-2.3.2 | 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 specificationsM25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(Vol-1, P.16-2.3.2) ---- 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 | Cum | 7646.4 | 7646.4 | 301.25 | False | None | None | False | None | False | 2303478.0 | 0 | | 3543545 | 127949 | None | Vol-1, P.111-8 | Centering Charges for Concrete in Head walls(Vol-1, P.111-8) 8 Percent ---- 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 | 611.71 | 611.71 | 301.25 | False | None | None | False | None | False | 184277.6375 | 0 | | 3543546 | 127949 | None | Vol-1, P.8-2.11h | Supplying, fitting and placing TMT FE 550 - 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping-welding joints, tying with binding wire - soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Vol-1, P.8-2.11h) ---- 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 | 10.54 | False | None | None | False | None | False | 982675.6092 | 0 | | 3543547 | 127949 | None | Vol-1, P. 7-1.8 | Construction of Embankment by excavating the available approved Gravel-Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work..(Vol-1, P. 7-1.8) ---- 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 | 559.32 | 559.32 | 250.0 | False | None | None | False | None | False | 139830.0 | 0 | | 3543548 | 127949 | None | Vol-3,P. No:23 - I.No:4.2 B v | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material ( Vol-3,P. No:23 - I.No:4.2 B 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 | 2783.62 | 2783.62 | 1582.2 | False | None | None | False | None | False | 4404243.564 | 0 | | 3543549 | 127949 | None | Vol-3, P. No:49 - I.No:6.1 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg- m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. ( Vol-3, P. No:49 - I.No:6.1) ---- 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 | 5805.6 | 5805.6 | 892.2 | False | None | None | False | None | False | 5179756.32 | 0 | | 3543550 | 127949 | None | Vol-3, P. No: 51 - I.No:6.6 | Plain Cement Pavement Quality M30 grade Concrete (RMC)with OPC & GGBS laid without Paver Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg-m3 and GGBS@ 90 kg-m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016,transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle,suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. ( Vol-3, P. No: 51 - I.No:6.6) ---- 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 | 7993.32 | 7993.32 | 1338.3 | False | None | None | False | None | False | 10697460.156 | 0 | | 3543551 | 127949 | None | Vol-3,P. No:26 - I.No:4.17 | 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:4.17) ---- 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 | 2550.0 | False | None | None | False | None | False | 7700031.0 | 0 | | 3543552 | 127949 | None | Vol-3,P. No: 31 - 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 0.90 kg per m2 using mechanical means. ( Vol-3,P. No: 31 - 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 | 10200.0 | False | None | None | False | None | False | 493476.0 | 0 | | 3543553 | 127949 | None | Vol-3,P. No:33 - I.No:5.8C | Bituminous Macadam Grading - II for traffic less 20 MSA Providing and laying Bituminous Macadam with 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction ( Vol-3,P. No:33 - I.No:5.8C) ---- 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 | 9039.98 | 9039.98 | 510.0 | False | None | None | False | None | False | 4610389.8 | 0 | | 3543554 | 127949 | None | Vol-3,P. No: 43 - I.No:5.33 | 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 | 10200.0 | False | None | None | False | None | False | 180540.0 | 0 | | 3543555 | 127949 | None | Vol-3,P-145, S.No.21A (1) | Providing and laying Semi Dense Bituminous Concrete with 40-60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.( Vol-3,P-145, S.No.21A (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 | 11500.28 | 11500.28 | 255.0 | False | None | None | False | None | False | 2932571.4 | 0 | | 3543556 | 127949 | None | Vol-3, P.No:17- I.No:3.6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and
compacted to meet requirement of table No. 300-2 (Vol-3, P.No:17- I.No:3.6) ---- 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 | 581.74 | 581.74 | 906.5 | False | None | None | False | None | False | 527347.31 | 0 | | 3543557 | 127949 | None | Vol 1 P.7- I.No.7 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00-m3) ---- 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 | 690.0 | False | None | None | False | None | False | 96889.8 | 0 | | 3543558 | 127949 | None | Vol-3,P. No:67 - I.No:8.16(ii) | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) ( Vol-3,P. No:67 - I.No:8.16(ii) ---- 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 | Nos | 3453.86 | 3453.86 | 2.0 | False | None | None | False | None | False | 6907.72 | 0 | | 3543559 | 127949 | None | Vol-3,P. No:67 - I.No:8.16(iii) | Reinforced cement concrete M15grade Hectometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc200 m stone (precast) ( Vol-3,P. No:67 - I.No:8.16(iii) ---- 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 | Nos | 993.56 | 993.56 | 8.0 | False | None | None | False | None | False | 7948.48 | 0 | | 3543560 | 127949 | None | Vol-3,P. No:54 - 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:54 - 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 | 4200.8 | 4200.8 | 15.0 | False | None | None | False | None | False | 63012.0 | 0 | | 3543561 | 127949 | 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 | 9520.24 | 9520.24 | 3.6 | False | None | None | False | None | False | 34272.864 | 0 | | 3543562 | 127949 | 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 | 700.25 | False | None | None | False | None | False | 437936.35 | 0 | | 3543563 | 127949 | None | Vol-3 P.No.74 I.No. 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 not exceed 50 mm, 100 mm and 102 +-- 2 mm and with minimum 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 lensface 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-33023-10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 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 permanufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. ( Vol-3 P.No.74 I.No. 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 | 390.0 | False | None | None | False | None | False | 167973.0 | 0 | | 3543564 | 127949 | None | Vol-3,P. No:67 - I.No:8.17 | Supplying and installation of delineators (road way indicators,hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. ( Vol-3,P. No:67 - I.No:8.17) ---- 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 | 2384.78 | 2384.78 | 20.0 | False | None | None | False | None | False | 47695.6 | 0 | | 3543565 | 127949 | None | Vol-2,P. No:9 - I.No:5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ( Vol-2,P. No:9 - I.No: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 | 7.76 | False | None | None | False | None | False | 58502.7952 | 0 | | 3543566 | 127949 | None | Vol-1, P.16-2.4.2 | Providing and laying in position Reinforced cement concrete for allSub structures of building, Irrigation works, Sub structure works ofbridges, Drain works & other parallel works from 0.50m to 3.50 mheight. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Vol-1, P.16-2.4.2) ---- 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 | Cum | 7461.14 | 7461.14 | 1.04 | False | None | None | False | None | False | 7759.5856 | 0 | | 3543567 | 127949 | None | Vol-2, P. No:44 - I.No:8.19.1 | KSRB 15.1.3 do Providing ruled pointing 20 mm deep to coursed stone masonry with cement mortar after raking joints to depth of 20mm nicely lining, including cost of materials, labor, curing complete as per specifications cement mortar 1:3 ( Vol-2, P. No:44 - I.No:8.19.1) ---- 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 | 300.9 | 300.9 | 17.25 | False | None | None | False | None | False | 5190.525 | 0 | | 3543568 | 127949 | None | Vol-2, P. No:48 - I.No:8.40 | 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.( Vol-2, P. No:48 - I.No:8.40) ---- 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 | 135.7 | 135.7 | 24.16 | False | None | None | False | None | False | 3278.512 | 0 | | 3543569 | 127949 | None | Vol-3,P. No:9 - I.No:2.5(II A | 3rd yearsMaintaince 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:9 - I.No:2.5(II 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 | 100 Sqm | 463.74 | 463.74 | 41.4 | False | None | None | False | None | False | 19198.836 | 0 | | 3543570 | 127949 | None | Vol-3,P. No:9 - I.No:2.5(II A | 4th yearsMaintaince 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:9 - I.No:2.5(II 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 | 100 Sqm | 463.74 | 463.74 | 41.4 | False | None | None | False | None | False | 19198.836 | 0 | | 3543571 | 127949 | None | Vol-3,P. No:9 - I.No:2.5(II A | 5th yearsMaintaince 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:9 - I.No:2.5(II 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 | 100 Sqm | 463.74 | 463.74 | 41.4 | False | None | None | False | None | False | 19198.836 | 0 | | 3543572 | 127949 | None | Vol-3,P. No:91 - I.No:10.5 | 3rd years Maintaince Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40-60 TPH Capacity compacting, trimming and finishing the surface to form a smooth ontinuous surface, all as per clause 3004.2 ( Vol-3,P. No:91 - I.No:10.5) ---- 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 | 502.68 | 502.68 | 51.0 | False | None | None | False | None | False | 25636.68 | 0 | | 3543573 | 127949 | None | Vol-3,P. No:91 - I.No:10.5 | 4th years Maintaince Fourth Year Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40-60 TPH Capacity compacting, trimming and finishing the surface to form a smooth ontinuous surface, all as per clause 3004.2 ( Vol-3,P. No:91 - I.No:10.5) ---- 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 | 502.68 | 502.68 | 102.0 | False | None | None | False | None | False | 51273.36 | 0 | | 3543574 | 127949 | None | Vol-3,P. No:91 - I.No:10.5 | 5th years Maintaince Fourth Year Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40-60 TPH Capacity compacting, trimming and finishing the surface to form a smooth ontinuous surface, all as per clause 3004.2 ( Vol-3,P. No:91 - I.No:10.5) ---- 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 | 502.68 | 502.68 | 153.0 | False | None | None | False | None | False | 76910.04 | 0 |
| | 1721301455000 | 0 | None | None | Roads | ESTIMATE FOR CONSTRUCTION OF RCC BOX STRUCTURE AT 1.32 KM | 1487899.66 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3543575 | 127950 | None | Vol-3, P 10- 2.11(ii)A | Dismantling Brick - Tile work - rubble masonry - pitching - etc by mechanical means (Vol-3, P 10- 2.11(ii)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 | 212.4 | 212.4 | 5.4 | False | None | None | False | None | False | 1146.96 | 0 | | 3543576 | 127950 | 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 | 15.96 | False | None | None | False | None | False | 1920.9456 | 0 | | 3543577 | 127950 | None | Vol-1,P. No:8 - I.No:1.13 | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary-Soft rock & depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work ( Vol-1,P. No:8 - I.No:1.13) ---- 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 | 427.16 | 427.16 | 47.9 | False | None | None | False | None | False | 20460.964 | 0 | | 3543578 | 127950 | None | Vol-1,P. No:15 - I.No:2.1.3 | 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 ( Vol-1,P. No:15 - I.No: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 | 15.85 | False | None | None | False | None | False | 112012.267 | 0 | | 3543579 | 127950 | None | Vol-1, P.15-2.2.3 | 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(Vol-1, P.15-2.2.3) ---- 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 | 7476.48 | 7476.48 | 28.35 | False | None | None | False | None | False | 211958.208 | 0 | | 3543580 | 127950 | None | Vol-1, P.16-2.4.3 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super
plasticisers, laid in layers, well compacted using needle vibrators,providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Vol-1, P.16-2.4.3) ---- 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 | 7476.48 | 7476.48 | 41.27 | False | None | None | False | None | False | 308554.3296 | 0 | | 3543581 | 127950 | None | Vol-1, P.111-8 | Centering Charges for Box culverts (Vol-1, P.111-8) 8%.Qty 5a +6 ---- 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 | 598.12 | 598.12 | 61.6 | False | None | None | False | None | False | 36844.192 | 0 | | 3543582 | 127950 | None | Vol-1, P111-3 | Centering Charges for Foundation,Sub structure of Cross drainages (Vol-1, P111-3) 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 | Cum | 373.82 | 373.82 | 8.01 | False | None | None | False | None | False | 2994.2982 | 0 | | 3543583 | 127950 | None | Vol-3, P 103- 14.9 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (Vol-3, P 103- 14.9) ---- 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 | 7569.7 | 7569.7 | 4.52 | False | None | None | False | None | False | 34215.044 | 0 | | 3543584 | 127950 | None | Vol-3, P 104- 14.10 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) (Vol-3, P 104- 14.10) ---- 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 | 14174.16 | 14174.16 | 7.54 | False | None | None | False | None | False | 106873.1664 | 0 | | 3543585 | 127950 | None | Vol-3, P 117- 12.4 | Providing and laying of Filter media with granular materials-stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing
and Technical Specification.(Vol-3, P 117- 12.4) ---- 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 | 3158.86 | 3158.86 | 21.43 | False | None | None | False | None | False | 67694.3698 | 0 | | 3543586 | 127950 | None | Vol-3, P.71-9.3 | Supplying, Fitting and Placing TMT Fe 550 Reinforcement in Foundation - Substructure - Superstructure complete as per Drawing and Technical Specifications. (Vol-3, P.71-9.3) ---- 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 | MT | 93232.98 | 93232.98 | 5.64 | False | None | None | False | None | False | 525834.0072 | 0 | | 3543587 | 127950 | None | vol-3, P.106-14.23 | Painting two coats after fillng the surace with synthetic enamel pant bridge No and span arrangements as per as directed by Engineer.(vol-3, P.106-14.23) ---- 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 | 940.46 | 940.46 | 20.88 | False | None | None | False | None | False | 19636.8048 | 0 | | 3543588 | 127950 | None | Vol-1, P. 7-1.8 | Construction of Embankment by excavating the available approved Gravel-Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work.(Vol-1, P. 7-1.8) ---- 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 | 559.32 | 559.32 | 67.5 | False | None | None | False | None | False | 37754.1 | 0 |
| | 1721301455000 | 0 | None | None | Roads | Construction of Pipe Culvert For Temple road (750 mm dia) | 267602.37 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3543589 | 127951 | None | Vol-1,P. No:8 - I.No:1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ( Vol-1,P. No:8 - I.No:1.14.1) ---- 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 | 12.58 | False | None | None | False | None | False | 1514.1288 | 0 | | 3543590 | 127951 | None | Vol-1,P. No:15 - I.No:2.1.3 | 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 ( Vol-1,P. No:15 - I.No: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 | 1.4 | False | None | None | False | None | False | 9893.828 | 0 | | 3543591 | 127951 | 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 | 12.16 | False | None | None | False | None | False | 90210.9056 | 0 | | 3543592 | 127951 | None | Vol-1, P.111-8 | Centering Charges for Concrete in Culverts Head walls(Vol-1, P.111-8) 8% ---- 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 | 593.49 | 593.49 | 12.16 | False | None | None | False | None | False | 7216.8384 | 0 | | 3543593 | 127951 | None | Vol-3, P.20.16 C | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling,concrete and masonry works in head walls and parapets Clause 1101.6. 750 mm dia(Vol-3, P.20.16C) ---- 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 | Rmtr | 3935.3 | 3935.3 | 10.0 | False | None | None | False | None | False | 39353.0 | 0 | | 3543594 | 127951 | None | Vol-3, P 129 -14.4 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone-Boulder (Vol-3, P 129 -14.4) ---- 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 | Sqm | 2256.16 | 2256.16 | 33.6 | False | None | None | False | None | False | 75806.976 | 0 | | 3543595 | 127951 | None | Vol-3, P.66-8.10 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces(vol-3, P.66-8.10) ---- 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 | 128.62 | 128.62 | 12.87 | False | None | None | False | None | False | 1655.3394 | 0 | | 3543596 | 127951 | None | Vol-1, P.8-2.11h | Supplying, fitting and placing TMT FE 550 - 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping-welding joints, tying with binding wire - soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Vol-1, P.8-2.11h) ---- 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 | 0.18 | False | None | None | False | None | False | 16781.9364 | 0 | | 3543597 | 127951 | None | Vol-1, P. 7-1.8 | Construction of Embankment by excavating the available approved Gravel-Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water,all materials,usage& all other appurtenaces required to complete the work.(Vol-1, P. 7-1.8) ---- 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 | 559.32 | 559.32 | 45.0 | False | None | None | False | None | False | 25169.4 | 0 |
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