| 1710156697000 | 0 | None | None | Roads | Construction of road from Ballatagi village valmikhi circle to Gavigat Aldal via Sangapur (Manvi Constituency) in Manvi Taluka of Raichur District for the year 2023-24. Under . KKRDB Micro Development Fund (Non-Social) . | 48314295.52 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2989218 | 99246 | None | V-3 2.5(ii) a P.No.9 | Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to
300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer a.In area of light jungle. | 100 Sqm | 412.65 | 412.65 | 103.04 | False | None | None | False | None | False | 42519.456 | 0 | | 2989219 | 99246 | None | V-3 3.5 P.No.17 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. | Sqm | 6.3 | 6.3 | 13800.0 | False | None | None | False | None | False | 86940.0 | 0 | | 2989220 | 99246 | None | V-3 3.6 P.No.17 | 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. | Cum | 517.65 | 517.65 | 8280.0 | False | None | None | False | None | False | 4286142.0 | 0 | | 2989221 | 99246 | None | V-3 4.1 A (V) P.No.23 | 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. | Cum | 2611.35 | 2611.35 | 4968.0 | False | None | None | False | None | False | 12973186.8 | 0 | | 2989222 | 99246 | None | V-3 4.17 A P.No.26 | Wet Mix Macadam (Plant Mix Method). Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density . | Cum | 2686.95 | 2686.95 | 5060.0 | False | None | None | False | None | False | 13595967.0 | 0 | | 2989223 | 99246 | None | V-3 5.1 A (I) P.No.29 | Prime Coat over WMM/WBM. A (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. | Sqm | 43.05 | 43.05 | 20240.0 | False | None | None | False | None | False | 871332.0 | 0 | | 2989224 | 99246 | None | V-3 5.3 (I) P.No.31 | 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. | Sqm | 12.6 | 12.6 | 20240.0 | False | None | None | False | None | False | 255024.0 | 0 | | 2989225 | 99246 | None | V-3 5.6 (i) C P.No.32 | 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 @ 3.3% 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. | Cum | 7835.1 | 7835.1 | 1012.0 | False | None | None | False | None | False | 7929121.2 | 0 | | 2989226 | 99246 | None | V-3 5.31 B1 P.No.43 | Semi Dense Bituminous Concrete .Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. | Cum | 10659.6 | 10659.6 | 506.0 | False | None | None | False | None | False | 5393757.6 | 0 | | 2989227 | 99246 | None | V-3 2.8(ii) a P.No.10 | Dismantling of Structures
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 .Cement Concrete Grade M-15 & M-20 | Cum | 754.95 | 754.95 | 21.06 | False | None | None | False | None | False | 15899.247 | 0 | | 2989228 | 99246 | None | V-3 2.17(ix) B P.No.11 | Removing all type of Hume Pipes and Stacking including Earthwork
and Dismantling of Masonry Works.Above 600 mm to 900 mm dia. | m | 1150.8 | 1150.8 | 45.0 | False | None | None | False | None | False | 51786.0 | 0 | | 2989229 | 99246 | None | V-1 1.4.1 P.No.5 | Earth work excavation by manual means for drains, canals, waste weir, draft,approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. | Cum | 254.1 | 254.1 | 754.6 | False | None | None | False | None | False | 191743.86 | 0 | | 2989230 | 99246 | None | V-1 2.1.2 P.No.15 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates. | Cum | 5947.2 | 5947.2 | 15.66 | False | None | None | False | None | False | 93133.152 | 0 | | 2989231 | 99246 | None | V-1 2.11 h P.No.18 | 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. (The laps and wastages shall not be measured separately) All other type of structures. | t | 82961.55 | 82961.55 | 2.64 | False | None | None | False | None | False | 219018.492 | 0 | | 2989232 | 99246 | None | V-3 16.15 b P.No.145 | 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. | m | 8355.9 | 8355.9 | 40.0 | False | None | None | False | None | False | 334236.0 | 0 | | 2989233 | 99246 | None | V-3 8.16(ii) P.No.67 | Kilometer Stone. Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. | Each | 3073.35 | 3073.35 | 3.0 | False | None | None | False | None | False | 9220.05 | 0 | | 2989234 | 99246 | None | V-3 8.16(iii) P.No.67 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.200 m stone (precast). | Each | 884.1 | 884.1 | 12.0 | False | None | None | False | None | False | 10609.2 | 0 | | 2989235 | 99246 | None | V-3 16.27 P.No.149 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labor, equipment etc., complete. as per the directions of the Engineer-in-charge of the work. | Cum | 6692.7 | 6692.7 | 78.75 | False | None | None | False | None | False | 527050.125 | 0 | | 2989236 | 99246 | None | V-3 8.18 P.No.67 | 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. | Each | 785.4 | 785.4 | 244.0 | False | None | None | False | None | False | 191637.6 | 0 | | 2989237 | 99246 | None | V-1 2.4.2 P.No.16 | Providing and laying in position 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 necessary, 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. | Cum | 6639.15 | 6639.15 | 36.2 | False | None | None | False | None | False | 240337.23 | 0 | | 2989238 | 99246 | None | V-1 2.4.2 P.No.16 | Additionalities for formwork 8% Appendix I P.No.115 | Cum | 531.13 | 531.13 | 36.2 | False | None | None | False | None | False | 19226.906 | 0 | | 2989239 | 99246 | None | V-3 8.54 P.No.78 | NAME BOARD
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. | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 2989240 | 99246 | None | V-3 8.6(iv) P.No.64 | Retro-Reflectorised Traffic Signs- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mmthickness 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. (iv) 60 cm equilateral triangle. | Each | 3784.2 | 3784.2 | 30.0 | False | None | None | False | None | False | 113526.0 | 0 | | 2989241 | 99246 | None | V-3 8.13 P.No.66 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter,demarcation at site and traffic control. | Sqm | 180.6 | 180.6 | 736.0 | False | None | None | False | None | False | 132921.6 | 0 | | 2989242 | 99246 | None | V-3 8.43 P.No.74 | 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. | No | 383.25 | 383.25 | 1880.0 | False | None | None | False | None | False | 720510.0 | 0 |
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