| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1717244045000 | 0 | None | None | Roads | Construction of Flexible Pavement | 22300763.84 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3220138 | 110995 | None | IC: 2.5 (ii).A | 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..(ii) By Mechanical Means using Dozer (A) In area of light jungle (COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - 9) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 412.65 | 412.65 | 26.04 | False | None | None | False | None | False | 10745.406 | 0 | | 3220139 | 110995 | None | IC: 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 2530.25 | False | None | None | False | None | False | 270989.775 | 0 | | 3220140 | 110995 | None | IC: 3.7 | Compacting original ground supporting embankment : Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction (COMMON SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 110.25 | 110.25 | 1832.1 | False | None | None | False | None | False | 201989.025 | 0 | | 3220141 | 110995 | None | IC: 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 497.7 | 497.7 | 1977.65 | False | None | None | False | None | False | 984276.405 | 0 | | 3220142 | 110995 | None | IC: 1.7 | 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. (COMMON SR 2023-24, Vol-1, SI.No. 1.7, P.No - 7) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 124.95 | 124.95 | 2384.4 | False | None | None | False | None | False | 297930.78 | 0 | | 3220143 | 110995 | None | IC: 3.6 | Construction of Subgrade and Earthen Shoulders 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. 300-2 305 (COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 517.65 | 517.65 | 2432.7 | False | None | None | False | None | False | 1259287.155 | 0 | | 3220144 | 110995 | None | IC: 4.1.A.(v) | Granular Sub-Base A Plant Mix Method 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 (v) For Grading -V Material (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2611.35 | 2611.35 | 1679.94 | False | None | None | False | None | False | 4386911.319 | 0 | | 3220145 | 110995 | None | IC: 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 (COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2686.95 | 2686.95 | 2214.6 | False | None | None | False | None | False | 5950519.47 | 0 | | 3220146 | 110995 | None | IC: 5.1.A.(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 0.70kg per m2 using mechanical means. 502 (COMMON SR 2023-24, Vol-3 Sl.No.5.1.A.(i), P.No - 31) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 43.05 | 43.05 | 9110.4 | False | None | None | False | None | False | 392202.72 | 0 | | 3220147 | 110995 | None | IC: 5.3.(i) | Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (COMMON SR 2023-24, Vol-3, Sl.No.5.3.(i), P.No - 31) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 12.6 | 12.6 | 8568.0 | False | None | None | False | None | False | 107956.8 | 0 | | 3220148 | 110995 | None | IC: 5.8 -ii(C) | Bituminous Macadam Grading - II for traffic lesser than 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 (COMMON SR 2023-24, Vol-3 Sl.No.5.8 -ii (C) ,P.No - 30) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 8044.05 | 8044.05 | 449.4 | False | None | None | False | None | False | 3614996.07 | 0 | | 3220149 | 110995 | None | IC: 5.31 | Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushedaggregates 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. IRC-37: 2018 (COMMON SR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 10659.6 | 10659.6 | 214.2 | False | None | None | False | None | False | 2283286.32 | 0 | | 3220150 | 110995 | None | IC: 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.803 (COMMON SR 2023-24, Vol-3 Sl.No. 8.15 ,P.No - 67) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 556.5 | 556.5 | 558.0 | False | None | None | False | None | False | 310527.0 | 0 | | 3220151 | 110995 | None | IC: 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/33023/10-97 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 per manufacturer'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. (COMMON SR 2023-24, Vol-3 Sl.No. 8.43 ,P.No - 74) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 383.25 | 383.25 | 438.0 | False | None | None | False | None | False | 167863.5 | 0 | | 3220152 | 110995 | None | IC: 8.6 (A) i | 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, 3.2mm 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:67:2012.801 (COMMON SR 2023-24, Vol-3 Sl.No. 8.6 (A) i,P.No - 64 ) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 6667.5 | 6667.5 | 7.0 | False | None | None | False | None | False | 46672.5 | 0 | | 3220153 | 110995 | None | IC: 8.18 | Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 785.4 | 785.4 | 20.0 | False | None | None | False | None | False | 15708.0 | 0 | | 3220154 | 110995 | None | IC: 8.16 (ii) | Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast) (COMMON SR 2023-24, Vol-3 Page No.67 Item No.8.16 (ii)) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 3073.35 | 3073.35 | 1.0 | False | None | None | False | None | False | 3073.35 | 0 | | 3220155 | 110995 | None | IC: 8.16 (iii) | Reinforced cement concrete M15grade 200m stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii)200m stone (precast) (COMMON SR 2021-22, Vol-3 Page No.67 Item No.8.16 (iii)) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 884.1 | 884.1 | 5.0 | False | None | None | False | None | False | 4420.5 | 0 | | 3220156 | 110995 | None | IC: 8.54 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (COMMON SR 2023-24, Vol-3 Sl.No. 8.54 ,P.No - 78) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 9450.0 | 9450.0 | 1.08 | False | None | None | False | None | False | 10206.0 | 0 | | 3220157 | 110995 | None | IC: 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 507.6 | False | None | None | False | None | False | 54363.96 | 0 | | 3220158 | 110995 | None | IC: 5.29.4 | Providing, fabricating and fixing at site various diameter MS MJ ends to
suit CI / DI pipe as per the sketch . The cost is inclusive of all materials,
i.e, rubber 'O' rings, flanges, bolts and nuts, consumables, hire charges,
tools and tackles, welding equipments, lead and lifts, etc. complete as
per the instructions of Engineer in charge. (COMMON SR 2023-24, Vol-5, P.NO -120, SL. No -5.29.4) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 4762.8 | 4762.8 | 52.0 | False | None | None | False | None | False | 247665.6 | 0 | | 3220159 | 110995 | None | IC: 8.29 | Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. (COMMON SR 2023-24 Volume-3 Page No. 61 Item No. 8.29) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 2322.6 | 2322.6 | 120.0 | False | None | None | False | None | False | 278712.0 | 0 | | 3220160 | 110995 | None | IC: 9.1.7 | Providing, laying and jointing HDPE pipes of specified grade and
conforming to IS 4984-2016 with latest ammendments and conveying
to work site including loading and unloading at both destinations and
rolling and lowering into trenches, laying true to line and jointing of
pipes and specials with electrofusion welding, giving hydraulic test
as per relevant ISS with all lead and lifts including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected
earth available from the excation, testing and commissioning. The
rate is exclusive of required specials and fittings wherever necessary
like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete
(Contractor will make his own arrangements for procuring water for
testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used.
For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0,160mm dia (COMMON SR 2023-24, Vol-5 Sl.No. 9.1.7, P.No - 95) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 1006.95 | 1006.95 | 1250.0 | False | None | None | False | None | False | 1258687.5 | 0 | | 3220161 | 110995 | None | IC: 1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ( SR 2023-24 , Item No : 1.9 , Page No : 7 , Vol 1 ) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 279.3 | 279.3 | 507.6 | False | None | None | False | None | False | 141772.68 | 0 |
| | 1717244045000 | 0 | None | None | Roads | Construction of Rigid Median | 4762532.77 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3220162 | 110996 | None | IC: 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 (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 67.2 | False | None | None | False | None | False | 422583.84 | 0 | | 3220163 | 110996 | None | IC: 2.4.2 | 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. (Including cost formwork M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) Appendix-1 8% additionalities ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 7170.28 | 7170.28 | 310.8 | False | None | None | False | None | False | 2228523.024 | 0 | | 3220164 | 110996 | None | IC: 2.11 | 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. (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 90754.65 | 90754.65 | 16.54 | False | None | None | False | None | False | 1501081.911 | 0 | | 3220165 | 110996 | None | IC: 13.14 | Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. 800 (COMMON SR 2023-24 Vol-3 Page No.123 SI.No.13.14) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 88.2 | 88.2 | 1232.0 | False | None | None | False | None | False | 108662.4 | 0 | | 3220166 | 110996 | None | IC: 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 497.7 | 497.7 | 1008.0 | False | None | None | False | None | False | 501681.6 | 0 |
| | 1717244045000 | 0 | None | None | Roads | Construction of Box Culvert | 2844167.53 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3220167 | 110997 | None | IC: 2.11(II)A | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead A Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means (COMMON SR 2023-24, Vol-3, P.NO -10, SL. No -2.11 (II)A) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 198.45 | 198.45 | 6.72 | False | None | None | False | None | False | 1333.584 | 0 | | 3220168 | 110997 | None | IC: 2.5(ii)A | 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..(ii) By Mechanical Means using Dozer (A) In area of light jungle (COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - 9) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 412.65 | 412.65 | 0.3 | False | None | None | False | None | False | 123.795 | 0 | | 3220169 | 110997 | None | IC: 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 151.15 | False | None | None | False | None | False | 16188.165 | 0 | | 3220170 | 110997 | None | IC: 17.1 | Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.(COMMON SR 2023-24,Vol-2 P.NO -175, SI.No -17.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 1052.1 | 1052.1 | 21.42 | False | None | None | False | None | False | 22535.982 | 0 | | 3220171 | 110997 | None | IC: 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 497.7 | 497.7 | 14.28 | False | None | None | False | None | False | 7107.156 | 0 | | 3220172 | 110997 | None | IC: 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 (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 10.21 | False | None | None | False | None | False | 64205.0745 | 0 | | 3220173 | 110997 | None | IC: 2.4.2 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6639.15 | 6639.15 | 4.31 | False | None | None | False | None | False | 28614.7365 | 0 | | 3220174 | 110997 | None | IC: 2.4.2 | Appendix I - Additionalities for Formwork, Centering & Scaffolding -Bridges-SI.No.6-Box Culvert 20% (volume-1 Pg No:112) For Depth of Key Slab ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 1327.83 | 1327.83 | 4.31 | False | None | None | False | None | False | 5722.9473 | 0 | | 3220175 | 110997 | None | IC: 2.5.2 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 7185.15 | 7185.15 | 52.8 | False | None | None | False | None | False | 379375.92 | 0 | | 3220176 | 110997 | None | IC: 2.5.2 | Appendix I - Additionalities for Formwork, Centering & Scaffolding -Bridges-SI.No.6-Box Culvert 20% ((volume-1 Pg No:112) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 1437.03 | 1437.03 | 52.8 | False | None | None | False | None | False | 75875.184 | 0 | | 3220177 | 110997 | None | IC: 2.5.2 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 7185.15 | 7185.15 | 25.43 | False | None | None | False | None | False | 182718.3645 | 0 | | 3220178 | 110997 | None | IC: 2.5.2 | Appendix I - Additionalities for Formwork, Centering & Scaffolding -SI.No.11- Earth Retaining structures 10% (volume-1 Pg No:112) For Retaining Wall ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 718.52 | 718.52 | 25.43 | False | None | None | False | None | False | 18271.9636 | 0 | | 3220179 | 110997 | None | IC: 13.13.A | Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed with Reinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m length) (COMMON SR 2023-24 Vol-3, P.NO -123, SI.No -13.13.A) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 4376.4 | 4376.4 | 17.0 | False | None | None | False | None | False | 74398.8 | 0 | | 3220180 | 110997 | None | IC: 2.11 | 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. (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 90990.9 | 90990.9 | 8.94 | False | None | None | False | None | False | 813458.646 | 0 | | 3220181 | 110997 | None | IC: 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. 710.1.4.of IRC:78 and 2200 (COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.4) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2810.85 | 2810.85 | 60.58 | False | None | None | False | None | False | 170281.293 | 0 | | 3220182 | 110997 | None | IC: 12.3.A | Back filling behind abutment, wing wall and return wall
complete including compaction as per drawing and Technical
Specification . A Granular material 710.1.4.of IRC:78 &2200 (COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.3.A) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 1226.4 | 1226.4 | 183.32 | False | None | None | False | None | False | 224823.648 | 0 | | 3220183 | 110997 | None | IC: 4.1.A.(v) | Granular Sub-Base A Plant Mix Method 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 (v) For Grading -V Material (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2611.35 | 2611.35 | 17.46 | False | None | None | False | None | False | 45594.171 | 0 | | 3220184 | 110997 | None | IC: 13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 2700 (COMMON SR 2023-24,Vol-3 P.NO -121, SI.No -13.8) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 7151.55 | 7151.55 | 17.46 | False | None | None | False | None | False | 124866.063 | 0 | | 3220185 | 110997 | None | IC: 13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) 1500, 1600, 1700 & 2704 (COMMON SR 2023-24 Vol-3, P.NO -122, SI.No -13.9)) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 12426.75 | 12426.75 | 23.28 | False | None | None | False | None | False | 289294.74 | 0 | | 3220186 | 110997 | None | IC: 13.2 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) 2702 (COMMON SR 2023-24 Vol-3, P.NO -121, SL. No -13.2)) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 14669.55 | 14669.55 | 3.15 | False | None | None | False | None | False | 46209.0825 | 0 | | 3220187 | 110997 | None | IC: 12.1 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. 2706 & 2200 (COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 144.9 | 144.9 | 50.0 | False | None | None | False | None | False | 7245.0 | 0 | | 3220188 | 110997 | None | IC: 13.16 | Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. 2600 (COMMON SR 2023-24 Vol-3 Sl.No. 13.16, P.No 124) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 1884.75 | 1884.75 | 40.0 | False | None | None | False | None | False | 75390.0 | 0 | | 3220189 | 110997 | None | IC: 13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification 2705 (COMMON SR 2023-24 Vol-3, P.NO -121, SI.No -13.7) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 3434.55 | 3434.55 | 4.0 | False | None | None | False | None | False | 13738.2 | 0 | | 3220190 | 110997 | None | IC: 13.14 | Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. 800 (COMMON SR 2023-24 Vol-3 Page No.123 SI.No.13.14) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 88.2 | 88.2 | 41.65 | False | None | None | False | None | False | 3673.53 | 0 | | 3220191 | 110997 | None | IC: 8.18 | Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 679.35 | 679.35 | 20.0 | False | None | None | False | None | False | 13587.0 | 0 | | 3220192 | 110997 | None | IC: 16.15.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. 750mm dia (COMMON SR 2023-24, Vol-3 Sl.No. 16.15.C, P.No - 146) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 3501.75 | 3501.75 | 10.0 | False | None | None | False | None | False | 35017.5 | 0 | | 3220193 | 110997 | None | IC: 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 497.7 | 497.7 | 210.0 | False | None | None | False | None | False | 104517.0 | 0 |
| | 1717244045000 | 0 | None | None | Roads | Construction of Field Culvert | 121710.14 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3220194 | 110998 | None | IC: 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 8.82 | False | None | None | False | None | False | 944.622 | 0 | | 3220195 | 110998 | None | IC: 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 (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 2.52 | False | None | None | False | None | False | 15846.894 | 0 | | 3220196 | 110998 | None | IC: 16.15.C | 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 (COMMON SR 2023-24, Vol-3 Sl.No. 16.15.C, P.No - 146) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 3501.75 | 3501.75 | 22.5 | False | None | None | False | None | False | 78789.375 | 0 | | 3220197 | 110998 | None | IC: 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 497.7 | 497.7 | 52.5 | False | None | None | False | None | False | 26129.25 | 0 |
| | 1717244045000 | 0 | None | None | Roads | Construction of RCC Drain | 5812997.51 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3220198 | 110999 | None | IC: 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 811.2 | False | None | None | False | None | False | 86879.52 | 0 | | 3220199 | 110999 | None | IC: 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 (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 81.4 | False | None | None | False | None | False | 511879.83 | 0 | | 3220200 | 110999 | None | IC: 2.4.2 | 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. (including cost of form work 35percent corrigendom 2 ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 8962.85 | 8962.85 | 399.6 | False | None | None | False | None | False | 3581554.86 | 0 | | 3220201 | 110999 | None | IC: 2.11 | 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 82961.55 | 82961.55 | 19.68 | False | None | None | False | None | False | 1632683.304 | 0 |
| | 1717244045000 | 0 | None | None | Roads | Construction of Cross Drain | 1060304.4 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3220202 | 111000 | None | IC: 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 100.8 | False | None | None | False | None | False | 10795.68 | 0 | | 3220203 | 111000 | None | IC: 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 (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 5720.4 | 5720.4 | 9.6 | False | None | None | False | None | False | 54915.84 | 0 | | 3220204 | 111000 | None | IC: 2.4.2 | 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. (ncluding cost of formwork35percent corrigendom3 ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 8962.85 | 8962.85 | 60.8 | False | None | None | False | None | False | 544941.28 | 0 | | 3220205 | 111000 | None | IC: 2.11 | 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 82961.55 | 82961.55 | 5.42 | False | None | None | False | None | False | 449651.601 | 0 |
| | 1717244045000 | 0 | None | None | Roads | Construction of Cross Culverts | 1212909.12 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3220206 | 111001 | None | IC: 2.11(II)A | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead A Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means (COMMON SR 2023-24, Vol-3, P.NO -10, SL. No -2.11 (II)A) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 198.45 | 198.45 | 94.0 | False | None | None | False | None | False | 18654.3 | 0 | | 3220207 | 111001 | None | IC: 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 90.72 | False | None | None | False | None | False | 9716.112 | 0 | | 3220208 | 111001 | None | IC: 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 (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 5720.4 | 5720.4 | 9.12 | False | None | None | False | None | False | 52170.048 | 0 | | 3220209 | 111001 | None | IC: 2.4.2 | 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 icluding cos tof formwork 35percent corrigendom3) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 8962.85 | 8962.85 | 69.6 | False | None | None | False | None | False | 623814.36 | 0 | | 3220210 | 111001 | None | IC: 2.11 | 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 82961.55 | 82961.55 | 6.13 | False | None | None | False | None | False | 508554.3015 | 0 |
| | 1717244045000 | 0 | None | None | Roads | Construction of Pipe Chambers | 318819.23 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3220211 | 111002 | None | IC: 2.8 (ii)A | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, By Mechanical Means. A. Cement Concrete Grade M-15 & M-20 (COMMON SR 2023-24, Vol-3 Sl.No. 2.8 (ii), A ,P.No - 10) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 754.95 | 754.95 | 20.0 | False | None | None | False | None | False | 15099.0 | 0 | | 3220212 | 111002 | None | IC: 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 35.64 | False | None | None | False | None | False | 3817.044 | 0 | | 3220213 | 111002 | None | IC: 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 (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 2.38 | False | None | None | False | None | False | 14966.511 | 0 | | 3220214 | 111002 | None | IC: 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. (including The cost of formwork M20 Design Mix Using 20mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24, Vol-1 Sl.No.2.2.1 ,P.No - 15) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 7129.46 | 7129.46 | 6.08 | False | None | None | False | None | False | 43347.1168 | 0 | | 3220215 | 111002 | None | IC: 2.11 | 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 82961.55 | 82961.55 | 0.3 | False | None | None | False | None | False | 24888.465 | 0 | | 3220216 | 111002 | None | IC: 2.23 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of
variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865
with the latest amendments and of grade GGG 40/50, shaft of stainless
steel, wedge fully rubber lined with EDPM seals of NBR and the valves
should be vacum tight and 100% leak proof with face to face dimensions
as per IS 14846-2000 with the latest amendments only. The stem sealing
should be with toroidal sealing rings (minimum 2 " O " rings). Body and
bonnet should be coated with Electrostatically applied Epoxy Powder
Coating with minimum coating thickness of 250 micron both inside and
outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts
& nuts and rubber insertions etc. but excluding earth work. For PN-10:
(Note: TP set should be considered only for DI pipes estimate. For MS
pipes estimates, TP sets cost of corresponding dia shall be deducted from
the SR rates of valves and provision for corresponding dia MS flanges
should be made in the estimate.) etc. complete 2.23.4) For sluice Valve of PN10.0 and 150mm (COMMON SR 2023-24 Vol 2, Item No : 2.23 , Page No : 22 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 18364.5 | 18364.5 | 2.0 | False | None | None | False | None | False | 36729.0 | 0 | | 3220217 | 111002 | None | IC: 2.23 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of
variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865
with the latest amendments and of grade GGG 40/50, shaft of stainless
steel, wedge fully rubber lined with EDPM seals of NBR and the valves
should be vacum tight and 100% leak proof with face to face dimensions
as per IS 14846-2000 with the latest amendments only. The stem sealing
should be with toroidal sealing rings (minimum 2 " O " rings). Body and
bonnet should be coated with Electrostatically applied Epoxy Powder
Coating with minimum coating thickness of 250 micron both inside and
outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts
& nuts and rubber insertions etc. but excluding earth work. For PN-10:
(Note: TP set should be considered only for DI pipes estimate. For MS
pipes estimates, TP sets cost of corresponding dia shall be deducted from
the SR rates of valves and provision for corresponding dia MS flanges
should be made in the estimate.) etc. complete 2.23.6) For sluice Valve of PN - 10.0 and 250mm (COMMON SR 2023-24 Vol 2, Item No : 2.23 , Page No : 22 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 48815.55 | 48815.55 | 2.0 | False | None | None | False | None | False | 97631.1 | 0 | | 3220218 | 111002 | None | IC: 2.33.3 | Providing and fixing kinetic AIR VALVE of PN 16.0 for automatic discharge
of accumulate air during working condition, conforming to IS 14845
/ EN 1074-4. Body and bonnet of DI conforming to IS-1865 of grade
GGG-40/50, seals are made of approved EPDM, SS 304 float, guide and
internals. Flange drilling according to IS-1538 with appurtenances.
complete. Body and bonnet shall be coated with electrostatically applied
epoxy powder coating with a coating thickness of 250 micron both inside
and outside etc. complete. For K Air Valves of 150mm dia. (COMMON SR 2023-24 Vol 2, Item No : 2.33.3 , Page No : 27) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 41170.5 | 41170.5 | 2.0 | False | None | None | False | None | False | 82341.0 | 0 |
| | 1717244045000 | 0 | None | None | Roads | Providing Street Lights along the road at median | 3224441.91 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3220219 | 111003 | None | IC: 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 (COMMON SR 2021-22, Vol-1 Sl.No. 1.14.1,P.No - 8) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 28.6 | False | None | None | False | None | False | 3063.06 | 0 | | 3220220 | 111003 | None | IC: 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 (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 2.2 | False | None | None | False | None | False | 13834.59 | 0 | | 3220221 | 111003 | None | IC: 2.4.2 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Appendix I - Additionalities for Formwork, Centering & Scaffolding S.N.5, 8% P.N. 115) (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 7170.28 | 7170.28 | 21.38 | False | None | None | False | None | False | 153300.5864 | 0 | | 3220222 | 111003 | None | IC: 2.11 | 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 82961.55 | 82961.55 | 1.02 | False | None | None | False | None | False | 84620.781 | 0 | | 3220223 | 111003 | None | IC: 4.2.7 | Decorative Median Double arm light poles: Fabricating, supplying and erection of 11 Mtrs long hot dip Galvanized Conical pole with BSEN 10025 grade 5 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for 11 Mtrs pole in single section and single joint welded as per IS 9595/IS 10178AWS having dimensions bottom 200mm, top 70 mm with 3mm thick. 2 Nos of poles. The pole should be painted aesthetically using good quality DuPont paint. The centre pole should be 3 Mtr height 165 mm dia 3mm thick having 1 Mtr perforation from 1.5 Mtr to 2.5 Mtr height the polycarbonate pipe housed inside perforation along with color changing LED visible from all side foundation plate should be suitable to fix the 2 Nos of 11 Mtr Bent at side of this pole suitable aluminum head placed at the top Outdoor Post Light Unique Fixture Bronze Retro Exterior Pole Lantern with 2 inch Mount Base/ Globe Doom Light including pole cover having 15 watt LED bulb inside. Suitable base plate 8 Nos of m-24 long J bolts along with template and necessary 4 Nos of m- 24X100mm long bolts, the poles should be hot dip galvanized in single dipping with not less than 65 micron as per ASTM-A123 and 153 etc., The poles should be as shown in attached picture., with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work (As per quoatation) (COMMON Ele SR 2023-24, P.NO.11 Item No. 4.2.7) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 86395.0 | 86395.0 | 22.0 | False | None | None | False | None | False | 1900690.0 | 0 | | 3220224 | 111003 | None | IC: 11.8.5 | Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT greater than 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency greater than 1301m/w, nominal CRI greater than 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned LED Streetlight 120 W (COMMON Part-1, Ele SR 2023-24 P.NO.46, Item No.11.8.5) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 10563.0 | 10563.0 | 44.0 | False | None | None | False | None | False | 464772.0 | 0 | | 3220225 | 111003 | None | IC: 2.5.9 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS:8130-1984 and (Virgin) PVC insulation and sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 4Cx2.5 Sqmm (COMMON Ele SR 2023-24, P.NO.6, Item No.2.5.9) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 155.4 | 155.4 | 736.0 | False | None | None | False | None | False | 114374.4 | 0 | | 3220226 | 111003 | None | IC: 2.6.4 | Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to13:8130-1984 and virgin
grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990.3C x 10 mm2 (COMMON Ele SR 2023-24, P.NO.6, Item No.2.6.4) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 433.65 | 433.65 | 78.0 | False | None | None | False | None | False | 33824.7 | 0 | | 3220227 | 111003 | None | IC: 5.18.1 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required Confirming to IEC 60898 6-32Amps SP (COMMON Ele SR 2023-24 P.NO.17 Item No.5.18.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 435.75 | 435.75 | 44.0 | False | None | None | False | None | False | 19173.0 | 0 | | 3220228 | 111003 | None | IC: 5.20.1 | Upplying, fixing and wiring Residual current circuit breaker (RCCB)240/450V upto 300mA sensitivity on existing wood/ panel board.63 A 4 pole (PWD Ele SR-2 2023-24, P.NO.18 Item No.5.20.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 5822.25 | 5822.25 | 2.0 | False | None | None | False | None | False | 11644.5 | 0 | | 3220229 | 111003 | None | IC: 5.18.4 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required Confirming to IEC 60898 6-32 A DP (COMMON Ele SR 2023-24 P.NO.17 Item No.5.18.4) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 1113.0 | 1113.0 | 2.0 | False | None | None | False | None | False | 2226.0 | 0 | | 3220230 | 111003 | None | IC: 5.42.1 | Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete (PWD Ele SR-2 2023-24, P.NO.20 Item No.5.42.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 0.52 | 0.52 | 28000.0 | False | None | None | False | None | False | 14560.0 | 0 | | 3220231 | 111003 | None | IC: 5.40.1 | Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete 100 A 4 x 30 x 6 mm Aluminium Strips (PWD Ele SR-2 2023-24, P.NO.20 Item No.5.40.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 2588.25 | 2588.25 | 2.0 | False | None | None | False | None | False | 5176.5 | 0 | | 3220232 | 111003 | None | IC: 32.07 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 25 Sqmm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm) (Escom SR Ele SR-2 2023-24, P.NO.13 Item No.32.07 V-6) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Km | 146526.45 | 146526.45 | 0.79 | False | None | None | False | None | False | 115755.8955 | 0 | | 3220233 | 111003 | None | IC: 21.05 | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staf LT Cable (PWD Ele SR-2 2023-24, P.NO.52 Item No.21.05) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Km | 21930.3 | 21930.3 | 0.79 | False | None | None | False | None | False | 17324.937 | 0 | | 3220234 | 111003 | None | IC: 2.3.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS 694:2010 2.5 mm2 (PWD Ele SR-2 2023-24, P.NO.05 Item No.2.3.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 44.1 | 44.1 | 84.0 | False | None | None | False | None | False | 3704.4 | 0 | | 3220235 | 111003 | None | IC: 5.38 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. (PWD Ele SR-2 2023-24, P.NO.19 Item No.5.38) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 540.75 | 540.75 | 2.0 | False | None | None | False | None | False | 1081.5 | 0 | | 3220236 | 111003 | None | IC: 1.1.4 | Supplying heavy gauge PVC conduit pipe 40mmdia 2.5mm.mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc., and fixing using inverted wood plugs in case of RCC ceiling and RCC wall stone structure or rawl plugs in case of brick walls and cement plastering damaged portion using heavy gauge saddles at an interval of 700mm using NF screws 40 mm dia 2.5mm thick (COMMON Ele SR 2023-24, P.NO.2, Item No.1.1.4) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 156.45 | 156.45 | 139.0 | False | None | None | False | None | False | 21746.55 | 0 | | 3220237 | 111003 | None | IC: 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 (V-1, PWD SR 2023-24, P.NO.08 Item No.1.14.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 730.0 | False | None | None | False | None | False | 78183.0 | 0 | | 3220238 | 111003 | None | IC: 5.43.1 | Supply and Installation / Fixing / Provision of Pole box with HRC Fuse / MCB provision and suitable connector / terminal for 3 Ph/ 1 Ph connections with Loop-In & Loop- Out terminals for 10 mm2 /25
mm2 3.5 C AI/Ar/Cu/Ar Cable and branch out 2.5 mm2 2 core AI/Cu PVC Insulated cable, enclosed in a Thermoplastic, Polystyreneenclosure, which should be shock proof, safe, IP65(Weather Proof), rust proof, dust proof, water proof having Internally Embedded Gasket with provision for cable entry through IP65 Thermoplastic, polyamide glands and/or grommets.200 mm x 200 mm x 98 mm (COMMON Ele SR 2023-24 P.NO.23 Item No.5.43.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 2415.0 | 2415.0 | 44.0 | False | None | None | False | None | False | 106260.0 | 0 | | 3220239 | 111003 | None | IC: 5.41.1 | Supplying and fixing angle iron frame work fabricated out of M.S angle iron.. And M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40x40x6mm (COMMON Ele SR 2023-24, P.NO.20, Item No.5.41.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 320.25 | 320.25 | 50.0 | False | None | None | False | None | False | 16012.5 | 0 | | 3220240 | 111003 | None | IC: 51.02 | Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each (BESCOM-PART-III.Ele SR 2023-24 P.NO.22 Item No.51.02) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 709.8 | 709.8 | 4.0 | False | None | None | False | None | False | 2839.2 | 0 | | 3220241 | 111003 | None | IC: 51.03 | Good Quality Salt for grounding purposes packed in 50Kg gunny bag (BESCOM-PART-III.Ele SR 2023-24 P.NO.22 Item No.51.03) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 325.5 | 325.5 | 4.0 | False | None | None | False | None | False | 1302.0 | 0 | | 3220242 | 111003 | None | IC: 51.04 | Rod Earthing Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified (BESCOM-PART-III.Ele SR 2023-24 P.NO.23, Item No.51.04) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 2280.6 | 2280.6 | 2.0 | False | None | None | False | None | False | 4561.2 | 0 | | 3220243 | 111003 | None | IC: 5.13.3 | Supplying and fixing 3 pole power contactor with NO/ NC contacts on existing wood/ pannel board using necessary bolts, nuts, washers and wiring etc, complete with AC-3 Rating as per IS-13947, 60 amps (COMMON Ele SR 2023-24 P.NO.16 Item No.5.13.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 6247.5 | 6247.5 | 2.0 | False | None | None | False | None | False | 12495.0 | 0 | | 3220244 | 111003 | None | IC: 5.48 | Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers (COMMON Ele SR 2023-24 P.NO.21 Item No.5.48) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 5085.15 | 5085.15 | 2.0 | False | None | None | False | None | False | 10170.3 | 0 | | 3220245 | 111003 | None | IC: 5.7.3 | Supplying and fixing of porcelain fuse channel with cut out on existing wooden/ pannel using necessary nuts, bolts and washers etc complete. 63A (COMMON Ele SR 2023-24 P.NO.14 Item No.5.7.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 421.05 | 421.05 | 6.0 | False | None | None | False | None | False | 2526.3 | 0 | | 3220246 | 111003 | None | IC: 5.31 | Supplying and fixing Trivector Meter suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired. (COMMON Ele SR 2023-24 P.NO.19, Item No.5.31) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 4609.5 | 4609.5 | 2.0 | False | None | None | False | None | False | 9219.0 | 0 |
|
|
|---|