| 1709376190000 | 0 | None | None | Roads | Construction of link road from Ingaleswara road to infront of bustand Managuli-Bijjal state highway in Basawana Bagewadi tq | 8427757.14 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2887518 | 94493 | None | 001 | 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 Motor Grader A) In area of light jungle. as per the direction of engineer in charge of work. | ha | 139983.0 | 139983.0 | 0.0732 | False | None | None | False | None | False | 10246.7556 | 0 | | 2887519 | 94493 | None | 002 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights,m removal of stumps and other deleterious matter including sing of excavated surfaces, disposing off or levelling the xcavatedearth or sorting & stacking the selected earth for reuse in a of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth | Cum | 73.0 | 73.0 | 368.55 | False | None | None | False | None | False | 26904.15 | 0 | | 2887520 | 94493 | None | 003 | Compacting Original Ground. 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. as per the direction of enginner in charge of work. | Cum | 87.0 | 87.0 | 452.93 | False | None | None | False | None | False | 39404.91 | 0 | | 2887521 | 94493 | None | 004 | Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structure graded with desired compaction. As per the direction of engineer in charge of work. | Cum | 113.0 | 113.0 | 120.0 | False | None | None | False | None | False | 13560.0 | 0 | | 2887522 | 94493 | None | 005 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage & all other appurtenaces required to complete the work. as per the direction of Engineer in charge of work. | Cum | 402.0 | 402.0 | 512.4 | False | None | None | False | None | False | 205984.8 | 0 | | 2887523 | 94493 | None | 006 | 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. as per the direction of engineer in charge of work. | Cum | 413.0 | 413.0 | 1464.38 | False | None | None | False | None | False | 604788.94 | 0 | | 2887524 | 94493 | None | 007 | By mix place Method. Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on
prepared surface mixing by mix in place method with front end
loader at OMC and compacting with vibratory roller to achieve
the desired density, complete as per clause 401. as per the direction of engineer in charge of work. | Cum | 2234.0 | 2234.0 | 320.25 | False | None | None | False | None | False | 715438.5 | 0 | | 2887525 | 94493 | None | 008 | 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 niform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per the direction of engineer in charge of work. | Cum | 2394.0 | 2394.0 | 1067.5 | False | None | None | False | None | False | 2555595.0 | 0 | | 2887526 | 94493 | None | 009 | Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means. as per the direction of engineer in charge of work. | Sqm | 42.0 | 42.0 | 4270.0 | False | None | None | False | None | False | 179340.0 | 0 | | 2887527 | 94493 | None | 010 | 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. as per the direction of engineer in charge of work. | Sqm | 15.0 | 15.0 | 4270.0 | False | None | None | False | None | False | 64050.0 | 0 | | 2887528 | 94493 | None | 011 | 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 equired grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | Cum | 6984.0 | 6984.0 | 220.42 | False | None | None | False | None | False | 1539413.28 | 0 | | 2887529 | 94493 | None | 012 | 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. as per the direction of engineer in charge of work. | Cum | 9746.0 | 9746.0 | 110.9 | False | None | None | False | None | False | 1080831.4 | 0 | | 2887530 | 94493 | None | 013 | Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. 500 mm dia. as per the direction of engineer in charge of work. | m | 2471.0 | 2471.0 | 50.0 | False | None | None | False | None | False | 123550.0 | 0 | | 2887531 | 94493 | None | 014 | Type - A, "W" : Metal Beam Crash Barrier. Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811. as per the direction of engineer in charge of work. | m | 3271.0 | 3271.0 | 30.0 | False | None | None | False | None | False | 98130.0 | 0 | | 2887532 | 94493 | None | 015 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. as per the direction of engineer in charge of work. | Sqm | 8068.0 | 8068.0 | 1.8 | False | None | None | False | None | False | 14522.4 | 0 | | 2887533 | 94493 | None | 016 | 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. as per the direction of engineer in charge of work. | Sqm | 478.0 | 478.0 | 213.5 | False | None | None | False | None | False | 102053.0 | 0 | | 2887534 | 94493 | None | 017 | Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks
to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. as per the direction of engineer in charge of work. | Each | 500.0 | 500.0 | 306.0 | False | None | None | False | None | False | 153000.0 | 0 | | 2887535 | 94493 | None | 018 | Retro-Reflectorised Traffic Signs. Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 900 mm equilateral triangle TYPE XI. as per the direction of engineer in charge of work. | Each | 4599.0 | 4599.0 | 3.0 | False | None | None | False | None | False | 13797.0 | 0 | | 2887536 | 94493 | None | 019 | Retro-Reflectorised Traffic Signs. Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 600mm circle TYPE XI. as per the direction of engineer in charge of work. | Each | 4237.0 | 4237.0 | 2.0 | False | None | None | False | None | False | 8474.0 | 0 | | 2887537 | 94493 | None | 020 | Retro-Reflectorised Traffic Signs. Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 600mm x 450 mm TYPE XI. as per the direction of engineer in charge of work. | Each | 6306.0 | 6306.0 | 5.0 | False | None | None | False | None | False | 31530.0 | 0 | | 2887538 | 94493 | None | 021 | Retro-Reflectorised Traffic Signs. Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 900 mm octogan stop board- TYPE XI. as per the direction of engineer in charge of work. | Each | 172.0 | 172.0 | 2.0 | False | None | None | False | None | False | 344.0 | 0 | | 2887539 | 94493 | None | 022 | Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. as per the direction of engineer in charge of work. | Sqm | 172.0 | 172.0 | 7.43 | False | None | None | False | None | False | 1277.96 | 0 | | 2887540 | 94493 | None | 023 | 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 omplete the work. In all kinds of soils Depth upto 3 m. as per the direction of engineer in charge of work. | Cum | 73.0 | 73.0 | 87.98 | False | None | None | False | None | False | 6422.54 | 0 | | 2887541 | 94493 | None | 024 | 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. as per the direction of engineer in charge of work. | Cum | 5554.0 | 5554.0 | 14.36 | False | None | None | False | None | False | 79755.44 | 0 | | 2887542 | 94493 | None | 025 | 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. Add 35% for Formwork, Centering and Scaffolding. as per the direction of engineer in charge of work. | Cum | 8056.8 | 8056.8 | 49.97 | False | None | None | False | None | False | 402598.296 | 0 | | 2887543 | 94493 | None | 026 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately). as per the direction of engineer in charge of work. | Cum | 92.0 | 92.0 | 1752.98 | False | None | None | False | None | False | 161274.16 | 0 | | 2887544 | 94493 | None | 027 | 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. as per the direction of engineer in charge of work. | Cum | 204.0 | 204.0 | 13.65 | False | None | None | False | None | False | 2784.6 | 0 | | 2887545 | 94493 | None | 028 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. as per the direction of engineer in charge of work. | Cum | 239.0 | 239.0 | 34.0 | False | None | None | False | None | False | 8126.0 | 0 | | 2887546 | 94493 | None | 029 | Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level , including cost of materials, labour and Usage charges of machinery complete as per specifications. as per the direction of engineer in charge of work. | Cum | 6152.0 | 6152.0 | 30.0 | False | None | None | False | None | False | 184560.0 | 0 |
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