| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1709370565000 | 1 | None | None | Roads | Improvements to road from Neraluru to join Kanakapura via kodamballi, Singarajipura, venktarayanadoddi from ch 27.00 to 30.00km in Kanakapura Taluk, Ramanagara dist (From Shivanahalli to Ammithimmi culvert)(Construction of road) | 42177394.16 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2884432 | 94351 | None | 2.5(ii) A | 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( I.No. 2.5(ii) A, Vol-3 Page No.9)
| 100 Sqm | 482.28 | 482.28 | 111.0 | False | None | None | False | None | False | 53533.08 | 0 | | 2884433 | 94351 | None | 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 1.5mm including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (I.No- 1.14.1 Vol 1 Page No.8)
| Cum | 125.16 | 125.16 | 1837.0 | False | None | None | False | None | False | 229918.92 | 0 | | 2884434 | 94351 | None | 16.8 | Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.Mechanical Means. (P.144 I No. 16.8(B))Vol-3
| m | 30.68 | 30.68 | 6000.0 | False | None | None | False | None | False | 184080.0 | 0 | | 2884435 | 94351 | None | 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. (Royalty shall be recovered @ Rs. 60.00/m3) (Vol-1 P. no -7 / I.No.1.7)
| Cum | 146.03 | 146.03 | 918.5 | False | None | None | False | None | False | 134128.555 | 0 | | 2884436 | 94351 | None | 1.8 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (Vol-1 P. no -7 / I.No.1.8)
| Cum | 581.69 | 581.69 | 2591.5 | False | None | None | False | None | False | 1507449.635 | 0 | | 2884437 | 94351 | None | 3.6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol 3 P-17 / I.No.3.6)
| Cum | 605.0 | 605.0 | 2685.6 | False | None | None | False | None | False | 1624788.0 | 0 | | 2884438 | 94351 | None | 3.5 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead ( Vol 3, I.No. 3.5 Page No.17 )
| Sqm | 7.36 | 7.36 | 4320.0 | False | None | None | False | None | False | 31795.2 | 0 | | 2884439 | 94351 | None | 4.1 (v) | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material ( I.No. 4.1 (v) Page No.23)
| Cum | 3052.04 | 3052.04 | 1323.0 | False | None | None | False | None | False | 4037848.92 | 0 | | 2884440 | 94351 | None | 4.17 | Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.( I.No. 4.17 / P.No.26)
| Cum | 3140.4 | 3140.4 | 1765.56 | False | None | None | False | None | False | 5544564.624 | 0 | | 2884441 | 94351 | None | 5.1 (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. (Vol 3, I.No.5.1 (i) Page No 31)
| Sqm | 50.31 | 50.31 | 6877.8 | False | None | None | False | None | False | 346022.118 | 0 | | 2884442 | 94351 | None | 5.4 | Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. (Vol 3, I.No.5.4 Page No 31)
| Sqm | 17.18 | 17.18 | 6877.8 | False | None | None | False | None | False | 118160.604 | 0 | | 2884443 | 94351 | None | 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 onthe prepared bituminous surface cleaned with mechanical broom (Vol 3I.No.5.3 (i) Page No 31)
| Sqm | 14.72 | 14.72 | 14825.0 | False | None | None | False | None | False | 218224.0 | 0 | | 2884444 | 94351 | None | 5.12 C | Dense Graded Bituminous Macadam Grading - I for traffic less 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (Vol 3 I.No.5.12 C Page No 34)
| Cum | 11595.81 | 11595.81 | 1085.14 | False | None | None | False | None | False | 12583077.2634 | 0 | | 2884445 | 94351 | None | 5.16 C | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (Vol 3 I.No.5.16 C Page No 38)
| Cum | 13442.74 | 13442.74 | 651.08 | False | None | None | False | None | False | 8752299.1592 | 0 | | 2884446 | 94351 | None | 6.1 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing (Vol 3 I.No.6.1 Page No 49)
| Cum | 6037.09 | 6037.09 | 102.5 | False | None | None | False | None | False | 618801.725 | 0 | | 2884447 | 94351 | None | 6.5 | Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid using Paver Construction of M30 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion,construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing. 6.6 Plain Cement Pavement Quality M30 grade Concrete (Vol 3 I.No.6.5 Page No 50)
| Cum | 9620.02 | 9620.02 | 205.0 | False | None | None | False | None | False | 1972104.1 | 0 | | 2884448 | 94351 | None | 2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Vol 1 I.No.2.1.3 Page No 15)
| Cum | 7349.7 | 7349.7 | 32.5 | False | None | None | False | None | False | 238865.25 | 0 | | 2884449 | 94351 | None | 2.2.1 | Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregatesas per relevant IS Codes machine mixed with super plasticizers laid in finishedlayers, well compacted using needle vibrators, including all lead & lifts, costof all materials, quality confirming to the requirements of relevant IS codes,labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including Formwork, Centering & Scaffolding(Vol 1 I.No 2.2.1 Page No 15)
| Cum | 10415.8 | 10415.8 | 74.17 | False | None | None | False | None | False | 772539.886 | 0 | | 2884450 | 94351 | None | 2.11 (a) | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Vol 1 I.NO 2.11 h Page No 18)
| Tonne | 96962.3 | 96962.3 | 4.5 | False | None | None | False | None | False | 436330.35 | 0 | | 2884451 | 94351 | None | 8.25 | Metal Beam Crash Barrier(i) 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 (Vol 3 I.NO 8.25 Page No 69)
| m | 4467.0 | 4467.0 | 300.0 | False | None | None | False | None | False | 1340100.0 | 0 | | 2884452 | 94351 | None | 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. (I.no 8.15/ Page No.67, Vol-3)
| Sqm | 650.41 | 650.41 | 1355.0 | False | None | None | False | None | False | 881305.55 | 0 | | 2884453 | 94351 | None | 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 W/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 (I.no 8.43/ Page No.74, Vol-3)
| No | 447.92 | 447.92 | 400.0 | False | None | None | False | None | False | 179168.0 | 0 | | 2884454 | 94351 | None | 8.5 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing . (Vol 3, I.no 8.5 /Page No. 65)
| Sqm | 11057.07 | 11057.07 | 6.48 | False | None | None | False | None | False | 71649.8136 | 0 | | 2884455 | 94351 | None | 8.6 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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 ofthe 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:67:2022 90 cm equilateral triangle. (Vol 3, I.no 8.6 A ii /Page No. 64)
| Each | 5826.74 | 5826.74 | 12.0 | False | None | None | False | None | False | 69920.88 | 0 | | 2884456 | 94351 | None | 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 Ordinary kilometer stone (precast). (Vol 3, I.no 8.16 ii /Page No. 67)
| Each | 3592.01 | 3592.01 | 3.0 | False | None | None | False | None | False | 10776.03 | 0 | | 2884457 | 94351 | None | 8.16 iii | 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) (Vol 3, I.no 8.16 iii /Page No. 67)
| No | 1033.3 | 1033.3 | 12.0 | False | None | None | False | None | False | 12399.6 | 0 | | 2884458 | 94351 | None | 10.1.5 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipesand specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete ForPVC pipes 75mm dia., 6 kg/sqcm & class 3 (Vol 5, I.no 10.1.5 /Page No. 113)
| m | 269.98 | 269.98 | 150.0 | False | None | None | False | None | False | 40497.0 | 0 | | 2884459 | 94351 | None | 8.48 | Chevron Boards Supply and installation of retro- reflective Chevron signboardsof 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactorycompletion of the work as directed by Engineer incharge. (Vol 3, I.no 8.48 /Page No. 76)
| No | 4400.73 | 4400.73 | 10.0 | False | None | None | False | None | False | 44007.3 | 0 | | 2884460 | 94351 | None | 8.17 | Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. (Vol 3, I.no 8.17 /Page No. 67)
| No | 2480.17 | 2480.17 | 20.0 | False | None | None | False | None | False | 49603.4 | 0 | | 2884461 | 94351 | None | 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. (Vol 3, I.no 8.18 /Page No. 67)
| No | 917.94 | 917.94 | 80.0 | False | None | None | False | None | False | 73435.2 | 0 |
| | 1709370565000 | 1 | None | None | Roads | Improvements to road from Neraluru to join Kanakapura via kodamballi, Singarajipura, venktarayanadoddi from ch 27.00 to 30.00km in Kanakapura Taluk, Ramanagara dist (From Shivanahalli to Ammithimmi culvert)(Construction of Culvert) | 7255305.16 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2884462 | 94352 | None | 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 1.5mm including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (I.No- 1.14.1 Vol 1 Page No.8) | Cum | 125.17 | 125.17 | 1248.0 | False | None | None | False | None | False | 156212.16 | 0 | | 2884463 | 94352 | None | 2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Vol 1 I.No.2.1.3 Page No 15) | Cum | 7349.7 | 7349.7 | 75.0 | False | None | None | False | None | False | 551227.5 | 0 | | 2884464 | 94352 | None | 2.3.2 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including Formwork, Centering & Scaffolding for Box Culvert Consider 20% (Vol 1 I.No.2.3.2 Page No 16) | Cum | 9542.7 | 9542.7 | 362.46 | False | None | None | False | None | False | 3458847.042 | 0 | | 2884465 | 94352 | None | 2.11 (a) | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Vol 1 I.NO 2.11 (a) Page No 18) | Tonne | 96962.3 | 96962.3 | 30.81 | False | None | None | False | None | False | 2987408.463 | 0 | | 2884466 | 94352 | None | 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 (Vol 3 I.NO12.1 Page No 117) | No | 169.35 | 169.35 | 600.0 | False | None | None | False | None | False | 101610.0 | 0 |
| | 1709370565000 | 1 | None | None | Roads | Improvements to road from Neraluru to join Kanakapura via kodamballi, Singarajipura, venktarayanadoddi from ch 27.00 to 30.00km in Kanakapura Taluk, Ramanagara dist (From Shivanahalli to Ammithimmi culvert)(Maintenance) | 9974104.08 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2884467 | 94353 | None | 2.5(ii) A | 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( I.No. 2.5(ii) A, Vol-3 Page No.9) | 100 Sqm | 482.28 | 482.28 | 219.6 | False | None | None | False | None | False | 105908.688 | 0 | | 2884468 | 94353 | None | 16.8(B) | Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.Mechanical Means. (P.144 I No. 16.8(B))Vol-3 | m | 30.68 | 30.68 | 5900.0 | False | None | None | False | None | False | 181012.0 | 0 | | 2884469 | 94353 | None | 3.6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol 3 P-17 / I.No.3.6) | Cum | 605.0 | 605.0 | 945.0 | False | None | None | False | None | False | 571725.0 | 0 | | 2884470 | 94353 | None | 10.15 i | Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification (Vol 3 I.No.10.15 i Page No. 93 ) | Sqm | 322.75 | 322.75 | 495.0 | False | None | None | False | None | False | 159761.25 | 0 | | 2884471 | 94353 | None | 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 onthe prepared bituminous surface cleaned with mechanical broom (Vol 3I.No.5.3 (i) Page No 31) | Sqm | 14.72 | 14.72 | 21425.0 | False | None | None | False | None | False | 315376.0 | 0 | | 2884472 | 94353 | None | 5.16 C | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (Vol 3 I.No.5.16 C Page No 38) | Cum | 13442.74 | 13442.74 | 642.75 | False | None | None | False | None | False | 8640321.135 | 0 |
| | 1709372158000 | 0 | None | None | Roads | Improvements to road from Neraluru to join Kanakapura via kodamballi, Singarajipura, venktarayanadoddi from ch 27.00 to 30.00km in Kanakapura Taluk, Ramanagara dist (From Shivanahalli to Ammithimmi culvert) | 59406803.4 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2884658 | 94367 | None | 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 1.5mm including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (I.No- 1.14.1 Vol 1 Page No.8) | Cum | 125.17 | 125.17 | 1248.0 | False | None | None | False | None | False | 156212.16 | 0 | | 2884663 | 94367 | None | 2.5(ii) A | 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( I.No. 2.5(ii) A, Vol-3 Page No.9) | 100 Sqm | 482.28 | 482.28 | 219.6 | False | None | None | False | None | False | 105908.688 | 0 | | 2884628 | 94367 | None | 2.5(ii) A | 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( I.No. 2.5(ii) A, Vol-3 Page No.9)
| 100 Sqm | 482.28 | 482.28 | 111.0 | False | None | None | False | None | False | 53533.08 | 0 | | 2884664 | 94367 | None | 16.8(B) | Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.Mechanical Means. (P.144 I No. 16.8(B))Vol-3 | m | 30.68 | 30.68 | 5900.0 | False | None | None | False | None | False | 181012.0 | 0 | | 2884659 | 94367 | None | 2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Vol 1 I.No.2.1.3 Page No 15) | Cum | 7349.7 | 7349.7 | 75.0 | False | None | None | False | None | False | 551227.5 | 0 | | 2884629 | 94367 | None | 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 1.5mm including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (I.No- 1.14.1 Vol 1 Page No.8)
| Cum | 125.16 | 125.16 | 1837.0 | False | None | None | False | None | False | 229918.92 | 0 | | 2884630 | 94367 | None | 16.8 | Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.Mechanical Means. (P.144 I No. 16.8(B))Vol-3
| m | 30.68 | 30.68 | 6000.0 | False | None | None | False | None | False | 184080.0 | 0 | | 2884665 | 94367 | None | 3.6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol 3 P-17 / I.No.3.6) | Cum | 605.0 | 605.0 | 945.0 | False | None | None | False | None | False | 571725.0 | 0 | | 2884660 | 94367 | None | 2.3.2 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including Formwork, Centering & Scaffolding for Box Culvert Consider 20% (Vol 1 I.No.2.3.2 Page No 16) | Cum | 9542.7 | 9542.7 | 362.46 | False | None | None | False | None | False | 3458847.042 | 0 | | 2884631 | 94367 | None | 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. (Royalty shall be recovered @ Rs. 60.00/m3) (Vol-1 P. no -7 / I.No.1.7)
| Cum | 146.03 | 146.03 | 918.5 | False | None | None | False | None | False | 134128.555 | 0 | | 2884666 | 94367 | None | 10.15 i | Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification (Vol 3 I.No.10.15 i Page No. 93 ) | Sqm | 322.75 | 322.75 | 495.0 | False | None | None | False | None | False | 159761.25 | 0 | | 2884661 | 94367 | None | 2.11 (a) | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Vol 1 I.NO 2.11 (a) Page No 18) | Tonne | 96962.3 | 96962.3 | 30.81 | False | None | None | False | None | False | 2987408.463 | 0 | | 2884632 | 94367 | None | 1.8 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (Vol-1 P. no -7 / I.No.1.8)
| Cum | 581.69 | 581.69 | 2591.5 | False | None | None | False | None | False | 1507449.635 | 0 | | 2884667 | 94367 | None | 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 onthe prepared bituminous surface cleaned with mechanical broom (Vol 3I.No.5.3 (i) Page No 31) | Sqm | 14.72 | 14.72 | 21425.0 | False | None | None | False | None | False | 315376.0 | 0 | | 2884662 | 94367 | None | 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 (Vol 3 I.NO12.1 Page No 117) | No | 169.35 | 169.35 | 600.0 | False | None | None | False | None | False | 101610.0 | 0 | | 2884633 | 94367 | None | 3.6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol 3 P-17 / I.No.3.6)
| Cum | 605.0 | 605.0 | 2685.6 | False | None | None | False | None | False | 1624788.0 | 0 | | 2884668 | 94367 | None | 5.16 C | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (Vol 3 I.No.5.16 C Page No 38) | Cum | 13442.74 | 13442.74 | 642.75 | False | None | None | False | None | False | 8640321.135 | 0 | | 2884634 | 94367 | None | 3.5 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead ( Vol 3, I.No. 3.5 Page No.17 )
| Sqm | 7.36 | 7.36 | 4320.0 | False | None | None | False | None | False | 31795.2 | 0 | | 2884635 | 94367 | None | 4.1 (v) | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material ( I.No. 4.1 (v) Page No.23)
| Cum | 3052.04 | 3052.04 | 1323.0 | False | None | None | False | None | False | 4037848.92 | 0 | | 2884636 | 94367 | None | 4.17 | Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.( I.No. 4.17 / P.No.26)
| Cum | 3140.4 | 3140.4 | 1765.56 | False | None | None | False | None | False | 5544564.624 | 0 | | 2884637 | 94367 | None | 5.1 (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. (Vol 3, I.No.5.1 (i) Page No 31)
| Sqm | 50.31 | 50.31 | 6877.8 | False | None | None | False | None | False | 346022.118 | 0 | | 2884638 | 94367 | None | 5.4 | Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. (Vol 3, I.No.5.4 Page No 31)
| Sqm | 17.18 | 17.18 | 6877.8 | False | None | None | False | None | False | 118160.604 | 0 | | 2884639 | 94367 | None | 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 onthe prepared bituminous surface cleaned with mechanical broom (Vol 3I.No.5.3 (i) Page No 31)
| Sqm | 14.72 | 14.72 | 14825.0 | False | None | None | False | None | False | 218224.0 | 0 | | 2884640 | 94367 | None | 5.12 C | Dense Graded Bituminous Macadam Grading - I for traffic less 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (Vol 3 I.No.5.12 C Page No 34)
| Cum | 11595.81 | 11595.81 | 1085.14 | False | None | None | False | None | False | 12583077.2634 | 0 | | 2884641 | 94367 | None | 5.16 C | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (Vol 3 I.No.5.16 C Page No 38)
| Cum | 13442.74 | 13442.74 | 651.08 | False | None | None | False | None | False | 8752299.1592 | 0 | | 2884642 | 94367 | None | 6.1 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing (Vol 3 I.No.6.1 Page No 49)
| Cum | 6037.09 | 6037.09 | 102.5 | False | None | None | False | None | False | 618801.725 | 0 | | 2884643 | 94367 | None | 6.5 | Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid using Paver Construction of M30 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion,construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing. 6.6 Plain Cement Pavement Quality M30 grade Concrete (Vol 3 I.No.6.5 Page No 50)
| Cum | 9620.02 | 9620.02 | 205.0 | False | None | None | False | None | False | 1972104.1 | 0 | | 2884644 | 94367 | None | 2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Vol 1 I.No.2.1.3 Page No 15)
| Cum | 7349.7 | 7349.7 | 32.5 | False | None | None | False | None | False | 238865.25 | 0 | | 2884645 | 94367 | None | 2.2.1 | Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregatesas per relevant IS Codes machine mixed with super plasticizers laid in finishedlayers, well compacted using needle vibrators, including all lead & lifts, costof all materials, quality confirming to the requirements of relevant IS codes,labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including Formwork, Centering & Scaffolding(Vol 1 I.No 2.2.1 Page No 15)
| Cum | 10415.8 | 10415.8 | 74.17 | False | None | None | False | None | False | 772539.886 | 0 | | 2884646 | 94367 | None | 2.11 (a) | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Vol 1 I.NO 2.11 h Page No 18)
| Tonne | 96962.3 | 96962.3 | 4.5 | False | None | None | False | None | False | 436330.35 | 0 | | 2884647 | 94367 | None | 8.25 | Metal Beam Crash Barrier(i) 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 (Vol 3 I.NO 8.25 Page No 69)
| m | 4467.0 | 4467.0 | 300.0 | False | None | None | False | None | False | 1340100.0 | 0 | | 2884648 | 94367 | None | 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. (I.no 8.15/ Page No.67, Vol-3)
| Sqm | 650.41 | 650.41 | 1355.0 | False | None | None | False | None | False | 881305.55 | 0 | | 2884649 | 94367 | None | 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 W/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 (I.no 8.43/ Page No.74, Vol-3)
| No | 447.92 | 447.92 | 400.0 | False | None | None | False | None | False | 179168.0 | 0 | | 2884650 | 94367 | None | 8.5 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing . (Vol 3, I.no 8.5 /Page No. 65)
| Sqm | 11057.07 | 11057.07 | 6.48 | False | None | None | False | None | False | 71649.8136 | 0 | | 2884651 | 94367 | None | 8.6 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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 ofthe 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:67:2022 90 cm equilateral triangle. (Vol 3, I.no 8.6 A ii /Page No. 64)
| Each | 5826.74 | 5826.74 | 12.0 | False | None | None | False | None | False | 69920.88 | 0 | | 2884652 | 94367 | None | 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 Ordinary kilometer stone (precast). (Vol 3, I.no 8.16 ii /Page No. 67)
| Each | 3592.01 | 3592.01 | 3.0 | False | None | None | False | None | False | 10776.03 | 0 | | 2884653 | 94367 | None | 8.16 iii | 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) (Vol 3, I.no 8.16 iii /Page No. 67)
| No | 1033.3 | 1033.3 | 12.0 | False | None | None | False | None | False | 12399.6 | 0 | | 2884654 | 94367 | None | 10.1.5 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipesand specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete ForPVC pipes 75mm dia., 6 kg/sqcm & class 3 (Vol 5, I.no 10.1.5 /Page No. 113)
| m | 269.98 | 269.98 | 150.0 | False | None | None | False | None | False | 40497.0 | 0 | | 2884655 | 94367 | None | 8.48 | Chevron Boards Supply and installation of retro- reflective Chevron signboardsof 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactorycompletion of the work as directed by Engineer incharge. (Vol 3, I.no 8.48 /Page No. 76)
| No | 4400.73 | 4400.73 | 10.0 | False | None | None | False | None | False | 44007.3 | 0 | | 2884656 | 94367 | None | 8.17 | Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. (Vol 3, I.no 8.17 /Page No. 67)
| No | 2480.17 | 2480.17 | 20.0 | False | None | None | False | None | False | 49603.4 | 0 | | 2884657 | 94367 | None | 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. (Vol 3, I.no 8.18 /Page No. 67)
| No | 917.94 | 917.94 | 80.0 | False | None | None | False | None | False | 73435.2 | 0 |
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