| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1710422414000 | 0 | None | None | Roads | Package-807 (a)Improvements to Road Goruru-Chinakurali from Ch 4.10 KM to 5.10 KM (in Selected Reaches) in Hassan Taluk of Hassan District(ROAD PORTION) | 18039477.46 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074450 | 105001 | None | Item No VOL III 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.By Mechanical Means using Dozer
a) In area of light jungle etc. (rate inclusive of 18% GST) | 100 Sqm | 463.74 | 463.74 | 29.1 | False | None | None | False | None | False | 13494.834 | 0 | | 3074451 | 105001 | None | Item No.VOL-I-1.12 Page No. 8 | 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, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) etc. (rate inclusive of 18% GST) | Cum | 112.1 | 112.1 | 727.49 | False | None | None | False | None | False | 81551.629 | 0 | | 3074452 | 105001 | None | VOL III 3.5 Page No17 | 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. etc. (rate inclusive of 18% GST) | Sqm | 7.08 | 7.08 | 3637.5 | False | None | None | False | None | False | 25753.5 | 0 | | 3074453 | 105001 | None | Item No.VOL-I-1.7 Page No.7 | Construction of Embankment with approved materials deposited at site from
roadway cutting and excavation from drain and foundation of other structures
graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3
) (rate inclusive of 18% GST) | Cum | 140.42 | 140.42 | 1461.39 | False | None | None | False | None | False | 205208.3838 | 0 | | 3074454 | 105001 | None | Item No.VOL-I-1.8 Page No. 07 | 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. etc. (rate inclusive of 18% GST) | Cum | 559.32 | 559.32 | 4756.63 | False | None | None | False | None | False | 2660478.2916 | 0 | | 3074455 | 105001 | None | Item No.VOL-III-3.6 Page No.17 | 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 etc. (rates inclusive of 18% GST) | Cum | 581.74 | 581.74 | 1794.5 | False | None | None | False | None | False | 1043932.43 | 0 | | 3074456 | 105001 | None | Item No.VOL-III-4.2-B (v) Page No. 23 | 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 etc. (rate inclusive of 18% GST) | Cum | 2783.62 | 2783.62 | 1179.6 | False | None | None | False | None | False | 3283558.152 | 0 | | 3074457 | 105001 | None | Item No.VOL-III-4.17 Page No. 26 | 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. etc. (rate inclusive of 18% GST) | Cum | 3019.62 | 3019.62 | 1545.56 | False | None | None | False | None | False | 4667003.8872 | 0 | | 3074458 | 105001 | None | Item No.VOL-III-5.1-A-i Page No. 31 | 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 per m2 using mechanical means. etc. (rate inclusive of 18% GST) | Sqm | 48.38 | 48.38 | 6182.25 | False | None | None | False | None | False | 299097.255 | 0 | | 3074459 | 105001 | None | Item No VOL III 5.4 ii Page No 31 | 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. etc. (rate inclusive of 18% GST) | Sqm | 16.52 | 16.52 | 5988.25 | False | None | None | False | None | False | 98925.89 | 0 | | 3074460 | 105001 | None | Item No.5.12-C VOL-III PageNo. 35 | Dense Graded Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 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 (rate inclusive of 18% GST) | Cum | 11149.82 | 11149.82 | 299.41 | False | None | None | False | None | False | 3338367.6062 | 0 | | 3074461 | 105001 | None | Item No.5.16 (C) VOL-III PageNo. 38 | Bituminous Concrete Grading II for traffic less than 20 MSA 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 (rate inclusive of 18% GST) | Cum | 12925.72 | 12925.72 | 179.65 | False | None | None | False | None | False | 2322105.598 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (a)Improvements to Road Goruru-Chinakurali from Ch 4.10 KM to 5.10 KM (in Selected Reaches) in Hassan Taluk of Hassan District (Road Furnitures) | 272941.08 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074462 | 105002 | None | Item No.VOL-III-8.15 Page No. 67 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface etc.Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound2.5 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. (rate inclusive of 18% GST)
| Sqm | 625.4 | 625.4 | 194.0 | False | None | None | False | None | False | 121327.6 | 0 | | 3074463 | 105002 | None | Item No16.29 Vol III Page No 149 | The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in Rectangle shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The Rectangle shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the Rectangle shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, SHDP logo on top plate shall be as per clause 1701.4.6 nessages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing. (iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7 Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type 1 etc. (rate inclusive of 18% GST) | No | 18115.36 | 18115.36 | 2.0 | False | None | None | False | None | False | 36230.72 | 0 | | 3074464 | 105002 | None | Item No.VOL-III-8.5 A (ii) Page No. 64) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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 round level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 90 cm equilateral triangle. etc. (rate inclusive of 18% GST) | Each | 5527.12 | 5527.12 | 2.0 | False | None | None | False | None | False | 11054.24 | 0 | | 3074465 | 105002 | None | Item Code :8.5-iv Volume 3 Page No 64 | 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 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:67:2022. (ii) 60 cm equilateral triangle (rate inclusive of 18% GST) | Each | 4219.68 | 4219.68 | 2.0 | False | None | None | False | None | False | 8439.36 | 0 | | 3074466 | 105002 | None | Item Code 8.5-A viii Volume 3 Page No 64 | Item Description:Providing and fxing of retro- refectorised cautionary, mandatory and
informatory sign as per IRC:67:2022 made of Class B Type IV retro refective sheeting fxed over
2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite
material sheet depending on the size of the sign fxed 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 frmly fxed 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.(viii) 60 cm circular (rate inclusive of 18% GST)
| Each | 5070.46 | 5070.46 | 2.0 | False | None | None | False | None | False | 10140.92 | 0 | | 3074467 | 105002 | None | Item Code 8.5 A-xv Volume 3 Page No 64 | 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 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:67:2022. ( xv ) 90 cm high octagon (rate inclusive of 18% GST)
| Each | 7672.36 | 7672.36 | 2.0 | False | None | None | False | None | False | 15344.72 | 0 | | 3074468 | 105002 | None | Item No.VOL-III-8.7 Page No. 65 | 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. etc. (rate inclusive of 18% GST)
| Sqm | 10631.8 | 10631.8 | 0.9 | False | None | None | False | None | False | 9568.62 | 0 | | 3074469 | 105002 | None | Item Code 8.43Volume 3 Page No74 | 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 tachment 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 (rate inclusive of 18% GST) | No | 430.7 | 430.7 | 124.0 | False | None | None | False | None | False | 53406.8 | 0 | | 3074470 | 105002 | None | Item No.VOL-III-8.16-ii Page No. 67 | 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). etc. (rate inclusive of 18% GST) | Each | 3453.86 | 3453.86 | 1.0 | False | None | None | False | None | False | 3453.86 | 0 | | 3074471 | 105002 | None | Item No VOL III 8.16 iii Page 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). etc. (rate inclusive of 18% GST) | Each | 993.56 | 993.56 | 4.0 | False | None | None | False | None | False | 3974.24 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (a)Improvements to Road Goruru-Chinakurali from Ch 4.10 KM to 5.10 KM (in Selected Reaches) in Hassan Taluk of Hassan District (Construction of Hume Pipe Culvert of 1 rows and 1200mm Dia at Ch) | 1485401.24 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074472 | 105003 | None | Item Code 2.8(ii) a Volume 3 Page No 10 | 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 ii) By Mechanical Means a Cement Concrete Grade M-15 & M-20 (rate inclusive of 18% GST)
| Cum | 848.42 | 848.42 | 25.2 | False | None | None | False | None | False | 21380.184 | 0 | | 3074473 | 105003 | None | Item Code 2.17 (ix) A Volume 3 Page No 11 | 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 ix) Removing all Type of Hume Pipes and stacking including Earthwork and Dismantiling of Masonry Works. A up to 600 mm dia (rate inclusive of 18% GST)
| m | 1129.26 | 1129.26 | 20.0 | False | None | None | False | None | False | 22585.2 | 0 | | 3074474 | 105003 | None | Item No.VOL-I-1.14.1 Page No. 8 | 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 (rate inclusive of 18% GST)
| Cum | 120.36 | 120.36 | 131.63 | False | None | None | False | None | False | 15842.9868 | 0 | | 3074475 | 105003 | None | Item No.VOL-I-2.1.3 Page No. 15 | 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. Mix 1:3:6( M10) Using 40 mm nominal size graded crushed coarse aggregates (rate inclusive of 18% GST)
| Cum | 7067.02 | 7067.02 | 8.36 | False | None | None | False | None | False | 59080.2872 | 0 | | 3074476 | 105003 | None | Item No.VOL-I-2.11.h Page 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 (rate inclusive of 18% GST) | t | 93232.98 | 93232.98 | 0.9 | False | None | None | False | None | False | 83909.682 | 0 | | 3074477 | 105003 | None | Item No. VOL-I-2.4.2 Page 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. (M 20) Using 20 mm nominal size graded crushed coarse aggregate (rate inclusive of 18% GST & 8% for Formwork) | Cum | 8058.03 | 8058.03 | 117.3 | False | None | None | False | None | False | 945206.919 | 0 | | 3074478 | 105003 | None | Item Code 9.1.ii Volume 3 Page No 87 | Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 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 (i). 1200 mm dia (rate inclusive of 18% GST & 8% Formwork) | m | 12705.06 | 12705.06 | 20.0 | False | None | None | False | None | False | 254101.2 | 0 | | 3074479 | 105003 | None | Item Code 14.4 A Volume 3 Page No 129 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specification. (rate inclusive of 18% GST)
| Cum | 2256.16 | 2256.16 | 24.4 | False | None | None | False | None | False | 55050.304 | 0 | | 3074480 | 105003 | None | Item Code 8.18 Volume 3 Page No 67 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (rate inclusive of 18% GST)
| Each | 882.64 | 882.64 | 32.0 | False | None | None | False | None | False | 28244.48 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (a)Improvements to Road Goruru-Chinakurali from Ch 4.10 KM to 5.10 KM (in Selected Reaches) in Hassan Taluk of Hassan District (Construction of Field Culvert 750 mm dia) | 240428.16 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074481 | 105004 | None | Item No.VOL-I-1.14.1 Page No. 8 | 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 (rate inclusive of 18% GST)
| Cum | 120.36 | 120.36 | 25.54 | False | None | None | False | None | False | 3073.9944 | 0 | | 3074482 | 105004 | None | Item No.VOL-I-2.1.3 Page No. 16 | 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. Mix 1:3:6( M10) Using 40 mm nominal size graded crushed coarse aggregates etc (rate inclusive of 18% GST) | Cum | 7067.02 | 7067.02 | 2.05 | False | None | None | False | None | False | 14487.391 | 0 | | 3074483 | 105004 | None | Item No.VOL-I-2.11.h Page 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.
All other type of Structure (rate inclusive of 18% GST) | t | 93232.98 | 93232.98 | 0.26 | False | None | None | False | None | False | 24240.5748 | 0 | | 3074484 | 105004 | None | Item No. VOL-I-2.4.2 Page 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.etc. (M 20) Using 20 mm nominal size graded crushed coarse aggregate (rate inclusive of 18% GST & 8% for Formwork)) | Cum | 8058.03 | 8058.03 | 18.18 | False | None | None | False | None | False | 146494.9854 | 0 | | 3074485 | 105004 | None | Item No.VOL-III-16.15 c Page No.146 | 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. c.750 mm dia (rate inclusive of 18% GST) | m | 3935.3 | 3935.3 | 5.0 | False | None | None | False | None | False | 19676.5 | 0 | | 3074486 | 105004 | None | Item No.VOL-I-1.10 Page No. 07 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specification (rate inclusive of 18% GST) | Cum | 188.8 | 188.8 | 6.0 | False | None | None | False | None | False | 1132.8 | 0 | | 3074487 | 105004 | None | Item Code 8.29 i Volume 3 Page No71 | Cable Duct Across the Road 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. Single row for one utility service (rate inclusive of 18% GST) | m | 2610.16 | 2610.16 | 12.0 | False | None | None | False | None | False | 31321.92 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (a)Improvements to Road Goruru-Chinakurali from Ch 4.10 KM to 5.10 KM (in Selected Reaches) in Hassan Taluk of Hassan District (3rd Year Maintenance) | 64327.47 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074488 | 105005 | None | Item No.VOL-III-2.5 ii a Page No. 9 | 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 Dozera In area of light jungle (Rate inclusive of 18% GST)
| 100 Sqm | 519.38 | 519.38 | 11.64 | False | None | None | False | None | False | 6045.5832 | 0 | | 3074489 | 105005 | None | Item No.VOL-III-16.19 Page No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Rate inclusive of 18% GST)
| Rmtr | 7.93 | 7.93 | 776.0 | False | None | None | False | None | False | 6153.68 | 0 | | 3074490 | 105005 | None | Item No.VOL-III-10.3 Page No. 91 | Maintenance of Earth Shoulder (stripping excess soil)
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor (Rate inclusive of 18% GST) | Sqm | 51.54 | 51.54 | 87.3 | False | None | None | False | None | False | 4499.442 | 0 | | 3074491 | 105005 | None | Item No.VOL-III-10.2 Page No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil)
Making up loss of material/ irregularities on shoulder to the
design level by adding fresh approved soil and compacting it
with appropriate equipment.(Rate inclusive of 18% GST) | Sqm | 128.19 | 128.19 | 43.65 | False | None | None | False | None | False | 5595.4935 | 0 | | 3074492 | 105005 | None | Item No.VOL-III-10.4 Page No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded
Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2
(Rate inclusive of 18% GST) | Sqm | 207.49 | 207.49 | 26.68 | False | None | None | False | None | False | 5535.8332 | 0 | | 3074493 | 105005 | None | Item No.VOL-III-16.22 Page No. 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification (Rate inclusive of 18% GST) | Km | 2622.05 | 2622.05 | 0.97 | False | None | None | False | None | False | 2543.3885 | 0 | | 3074494 | 105005 | None | Item No.VOL-III-16.24 i Page No. 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Painting two coats with synthetic enamel paint (Rate inclusive of 18% GST)
| Km | 272.25 | 272.25 | 5.0 | False | None | None | False | None | False | 1361.25 | 0 | | 3074495 | 105005 | None | V 1 Page No.8. Item No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifcations, 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 (Rate inclusive of 18% GST) | Cum | 134.8 | 134.8 | 45.0 | False | None | None | False | None | False | 6066.0 | 0 | | 3074496 | 105005 | None | Item No.VOL-III-8.10 Page No. 66 | Painting Two Coats on New Concrete Surface Painting two coats after flling
the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (Rate inclusive of 18% GST) | Sqm | 144.05 | 144.05 | 184.15 | False | None | None | False | None | False | 26526.8075 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (a)Improvements to Road Goruru-Chinakurali from Ch 4.10 KM to 5.10 KM (in Selected Reaches) in Hassan Taluk of Hassan District (4th Year Maintenance) | 112864.12 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074497 | 105006 | None | Item No.VOL-III-2.5 ii a Page No. 9 | 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(Rate inclusive of 18% GST) | 100 Sqm | 537.94 | 537.94 | 11.64 | False | None | None | False | None | False | 6261.6216 | 0 | | 3074498 | 105006 | None | Item No.VOL-III-16.19 Page No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Rate inclusive of 18% GST)
| m | 8.21 | 8.21 | 776.0 | False | None | None | False | None | False | 6370.96 | 0 | | 3074499 | 105006 | None | Item No.VOL-III-10.3 Page No. 91 | Maintenance of Earth Shoulder (stripping excess soil)
Stripping excess soil from the shoulder surface to achieve the
approved level and compacting with plate compactor (Rate inclusive of 18% GST) | Sqm | 53.38 | 53.38 | 87.3 | False | None | None | False | None | False | 4660.074 | 0 | | 3074500 | 105006 | None | Item No.VOL-III-10.2 Page No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil)
Making up loss of material/ irregularities on shoulder to the
design level by adding fresh approved soil and compacting it
with appropriate equipment(Rate inclusive of 18% GST) | Sqm | 132.77 | 132.77 | 582.0 | False | None | None | False | None | False | 77272.14 | 0 | | 3074501 | 105006 | None | Item No.VOL-III-10.4 Page No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded
Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (Rate inclusive of 18% GST) | Sqm | 214.9 | 214.9 | 26.68 | False | None | None | False | None | False | 5733.532 | 0 | | 3074502 | 105006 | None | V 1 Page No.8. Item No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting
& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5
m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In all kinds of soils Depth upto 3 m(Rate inclusive of 18% GST) | Cum | 139.62 | 139.62 | 90.0 | False | None | None | False | None | False | 12565.8 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (a)Improvements to Road Goruru-Chinakurali from Ch 4.10 KM to 5.10 KM (in Selected Reaches) in Hassan Taluk of Hassan District (5th Year Maintenance) | 122690.89 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074503 | 105007 | None | Item No.VOL-III-2.5 ii a Page No. 9 | 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(Rate inclusive of 18% GST)
| 100 Sqm | 556.49 | 556.49 | 11.64 | False | None | None | False | None | False | 6477.5436 | 0 | | 3074504 | 105007 | None | Item No.VOL-III-16.19 Page No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908 (Rate inclusive of 18% GST) | Rmtr | 8.5 | 8.5 | 776.0 | False | None | None | False | None | False | 6596.0 | 0 | | 3074505 | 105007 | None | Item No.VOL-III-10.3 Page No. 91 | Maintenance of Earth Shoulder (stripping excess soil)
Stripping excess soil from the shoulder surface to achieve the
approved level and compacting with plate compactor
(Rate inclusive of 18% GST) | Sqm | 55.22 | 55.22 | 87.3 | False | None | None | False | None | False | 4820.706 | 0 | | 3074506 | 105007 | None | Item No.VOL-III-10.2 Page No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil)
Making up loss of material/ irregularities on shoulder to the
design level by adding fresh approved soil and compacting it
with appropriate equipment (Rate inclusive of 18% GST) | Sqm | 137.35 | 137.35 | 582.0 | False | None | None | False | None | False | 79937.7 | 0 | | 3074507 | 105007 | None | Item No.VOL-III-10.4 Page No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded
Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (Rate inclusive of 18% GST) | Sqm | 222.31 | 222.31 | 53.35 | False | None | None | False | None | False | 11860.2385 | 0 | | 3074508 | 105007 | None | V 1 Page No.8. Item No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting
& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5
m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work1 In all kinds of soils Depth upto 3 m(Rate inclusive of 18% GST)
| Cum | 144.43 | 144.43 | 90.0 | False | None | None | False | None | False | 12998.7 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (a)Improvements to Road Goruru-Chinakurali from Ch 4.10 KM to 5.10 KM (in Selected Reaches) in Hassan Taluk of Hassan District (6th Year Renewal after Maintenance Period) | 3149593.27 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074509 | 105008 | None | Item No.VOL-III-10.3 Page No. 91 | Maintenance of Earth Shoulder (stripping excess soil)
Stripping excess soil from the shoulder surface to achieve the
approved level and compacting with plate compactor
(Rate inclusive of 18% GST) | Sqm | 57.06 | 57.06 | 582.0 | False | None | None | False | None | False | 33208.92 | 0 | | 3074510 | 105008 | None | Item No.VOL-III-16.22 Page No. 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification (Rate inclusive of 18% GST) | Km | 2902.99 | 2902.99 | 0.97 | False | None | None | False | None | False | 2815.9003 | 0 | | 3074511 | 105008 | None | Item No.VOL-III-16.24 i Page No. 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Painting two coats with synthetic enamel paint
(Rate inclusive of 18% GST) | Km | 301.42 | 301.42 | 5.0 | False | None | None | False | None | False | 1507.1 | 0 | | 3074512 | 105008 | None | V 1 Page No.8. Item No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work
In all kinds of soils depth upto 3 m
(Rate inclusive of 18% GST) | Cum | 149.25 | 149.25 | 45.0 | False | None | None | False | None | False | 6716.25 | 0 | | 3074513 | 105008 | None | Item No.VOL-III-8.10 Page No. 66 |
Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (Rate inclusive of 18% GST) | Sqm | 159.49 | 159.49 | 181.25 | False | None | None | False | None | False | 28907.5625 | 0 | | 3074514 | 105008 | None | Item No.VOL-III-5.3-i Page No. 31 | 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 (Rate inclusive of 18% GST) | Sqm | 17.56 | 17.56 | 5587.0 | False | None | None | False | None | False | 98107.72 | 0 | | 3074515 | 105008 | None | Item No.VOL-III-5.16-C Page No. 37 | Bituminous Concrete Grading II for traffic lessthan 20 MSA
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 (Rate inclusive of 18% GST) | Cum | 16027.89 | 16027.89 | 167.61 | False | None | None | False | None | False | 2686434.6429 | 0 | | 3074516 | 105008 | None | Item No.VOL-III-8.15 Page No. 67 | 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. (Rate inclusive of 18% GST) | Sqm | 775.5 | 775.5 | 291.0 | False | None | None | False | None | False | 225670.5 | 0 | | 3074517 | 105008 | None | Item No.VOL-III-8.43 Page 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 tachment 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.(Rate inclusive of 18% GST) | No. | 534.07 | 534.07 | 124.0 | False | None | None | False | None | False | 66224.68 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (a)Improvements to Road Goruru-Chinakurali from Ch 4.10 KM to 5.10 KM (in Selected Reaches) in Hassan Taluk of Hassan District(1st Year Maintenace) | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074518 | 105009 | None | Item No.VOL-III-2.5 ii a Page No. 9 | 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 Dozera In area of light jungle (Rate inclusive of 18% GST)
| 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3074519 | 105009 | None | Item No.VOL-III-16.19 Page No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Rate inclusive of 18% GST)
| Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3074520 | 105009 | None | Item No.VOL-III-10.3 Page No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor (Rate inclusive of 18% GST) | Sqm | 0.01 | 0.01 | 0.02 | False | None | None | False | None | False | 0.0002 | 0 | | 3074521 | 105009 | None | Item No.VOL-III-10.2 Page No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment (Rate inclusive of 18% GST) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3074522 | 105009 | None | Item No.VOL-III-10.4 Page No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded
Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2
(Rate inclusive of 18% GST) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3074523 | 105009 | None | Item No.VOL-III-16.22 Page No. 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification (Rate inclusive of 18% GST) | Km | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3074524 | 105009 | None | Item No.VOL-III-16.24 i Page No. 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Painting two coats with synthetic enamel paint (Rate inclusive of 18% GST)
| Km | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3074525 | 105009 | None | V 1 Page No.8. Item No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifcations, 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 (Rate inclusive of 18% GST) | Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3074526 | 105009 | None | Item No.VOL-III-8.10 Page No. 66 | Painting Two Coats on New Concrete Surface Painting two coats after flling
the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (Rate inclusive of 18% GST) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (a)Improvements to Road Goruru-Chinakurali from Ch 4.10 KM to 5.10 KM (in Selected Reaches) in Hassan Taluk of Hassan District(2nd Year Maintenance) | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074527 | 105010 | None | Item No.VOL-III-2.5 ii a Page No. 9 | 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(Rate inclusive of 18% GST) | 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3074528 | 105010 | None | Item No.VOL-III-16.19 Page No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Rate inclusive of 18% GST)
| m | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3074529 | 105010 | None | Item No.VOL-III-10.3 Page No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor (Rate inclusive of 18% GST) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3074530 | 105010 | None | Item No.VOL-III-10.2 Page No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment(Rate inclusive of 18% GST) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3074531 | 105010 | None | Item No.VOL-III-10.4 Page No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded
Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (Rate inclusive of 18% GST) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3074532 | 105010 | None | V 1 Page No.8. Item No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting
& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5
m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In all kinds of soils Depth upto 3 m(Rate inclusive of 18% GST) | Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (B)Improvements to Road Kandali-Bailahalli-Bikkodu to MCF Baheshapura road via Gowdagere-Doddagaddavalli-Veerapura-Kondajji-Kelavathi-Lingarasanahalli-Kudaregundi-Vedavathi from Ch 20.00 KM to 26.00 KM (in Selected Reaches) in Hassan Taluk of Hassan District(ROAD PORTION) | 19417401.65 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074533 | 105011 | None | Item No.VOL-III-2.5(ii) a Page No. 9 | 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. etc
By Mechanical Means using Dozer
a In area of light jungle
(rate inclusive of 18% GST) | 100 Sqm | 463.74 | 463.74 | 45.0 | False | None | None | False | None | False | 20868.3 | 0 | | 3074534 | 105011 | None | Item No.VOL-III-3.5 Page No. 17 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. (rate inclusive of 18% GST)
| Sqm | 7.08 | 7.08 | 5625.0 | False | None | None | False | None | False | 39825.0 | 0 | | 3074535 | 105011 | None | Item No.VOL-I-1.12 Page No. 8 | 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, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) etc. (rate inclusive of 18% GST) | Cum | 112.1 | 112.1 | 563.24 | False | None | None | False | None | False | 63139.204 | 0 | | 3074536 | 105011 | None | Item No.VOL-I-1.14.1 Page No.8 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifcations, 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 (rate inclusive of 18% GST) | Cum | 120.36 | 120.36 | 1620.0 | False | None | None | False | None | False | 194983.2 | 0 | | 3074537 | 105011 | None | Item No.VOL-I-1.7 Page No.7 | Construction of Embankment with approved materials deposited at site from
roadway cutting and excavation from drain and foundation of other structures
graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3 (rate inclusive of 18% GST)
| Cum | 140.42 | 140.42 | 1802.92 | False | None | None | False | None | False | 253166.0264 | 0 | | 3074538 | 105011 | None | Item no.vol.no.1 1.8 page no.07 | 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. etc. (rate inclusive of 18% GST)
| Cum | 559.32 | 559.32 | 4397.08 | False | None | None | False | None | False | 2459374.7856 | 0 | | 3074539 | 105011 | None | Item No.VOL-III-3.6 Page No.17 | 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 etc. (rate inclusive of 18% GST) | Cum | 581.74 | 581.74 | 1762.5 | False | None | None | False | None | False | 1025316.75 | 0 | | 3074540 | 105011 | None | Item No.VOL-III-4.2-B (v) Page No. 23 | 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 etc.(rate inclusive of 18% GST) | Cum | 2783.62 | 2783.62 | 1445.47 | False | None | None | False | None | False | 4023639.2014 | 0 | | 3074541 | 105011 | None | Item No.Vol-III-4.17 Page No.26 | 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. etc. (rate inclusive of 18% GST) | Cum | 3019.62 | 3019.62 | 1646.63 | False | None | None | False | None | False | 4972196.8806 | 0 | | 3074542 | 105011 | None | Item No.VOL-III-5.1-A-i Page No. 31 | 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 per m2 using mechanical means. etc. (rate inclusive of 18% GST) | Sqm | 48.38 | 48.38 | 6586.5 | False | None | None | False | None | False | 318654.87 | 0 | | 3074543 | 105011 | None | Item No.VOL-III-5.4(ii) Page No. 31 | 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. etc. (rate inclusive of 18% GST) | Sqm | 16.52 | 16.52 | 6286.5 | False | None | None | False | None | False | 103852.98 | 0 | | 3074544 | 105011 | None | Item No.5.12-C VOL-III-PageNo. 35 | Dense Graded Bituminous Macadam Grading - II for traffic
less than 20 MSA Providing and laying Dense Graded Bituminous Macadam with
40/60 TPH capacity HMP using crushed aggregates of specified
grading, premixed with bituminous binder VG-30, @ 4.5 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. (Rate inclusive of 18% GST) | Cum | 11149.82 | 11149.82 | 314.33 | False | None | None | False | None | False | 3504722.9206 | 0 | | 3074545 | 105011 | None | Item No.5.16(C) VOL-III- PageNo. 38 | Bituminous Concrete Grading II for traffic less than20 MSA
Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed
aggregates of specifed grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix
and fller, transporting the hot mix to work site, laying with mechanical paver fnisher to the
required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to
achieve the desired compaction as per MORTH specifcation clause No. 507 complete in all
respects (Rate inclusive of 18 % GST) | Cum | 12925.72 | 12925.72 | 188.59 | False | None | None | False | None | False | 2437661.5348 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (b)Improvements to Road Kandali-Bailahalli-Bikkodu to MCF Baheshapura road via Gowdagere-Doddagaddavalli-Veerapura-Kondajji-Kelavathi-Lingarasanahalli-Kudaregundi-Vedavathi from Ch 20.00 KM to 26.00 KM (in Selected Reaches) in Hassan Taluk of Hassan District(ROAD FURNITURE) | 10726519.78 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074546 | 105012 | None | Item no.Vol-3-8.15 Page No.67 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound2.5 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. etc. (rate inclusive of 18% GST) | Sqm | 625.4 | 625.4 | 300.0 | False | None | None | False | None | False | 187620.0 | 0 | | 3074547 | 105012 | None | Item code.16.29 Vol.3 Page.no:149 | The board will be a composite unit consisting of three plates of Aluminium
Composite Materials (ACM), material specifcations as per Clause 1701.3.7. The top most
platewill be in rectangle shape of 600mm x 600 mm size, riveted over welded M.S. angle iron
frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150
mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on
edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S.
angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame
will be done neatly to have plain surface on one side. The angle iron frames of the lower most
plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes
posts placed at 1125 mm apart centre to centre. The top of the middle plate will be fushed with
the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement
concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of
bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of
middle plate will be 100 mm above the top level of the lower most plate. The rectangle shaped
plate mounted over angle iron frame will be connected to middle plate by square medium steel
section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the
rectangle shaped plate and middle plate and this square section will be welded to the bottom
point of the rectangle shaped plate. (ii) The lettering and borders, etc. of middle and bottom
plate, SHDP logo on top plate shall be as per clause 1701.4.6 nessages/Borders. All the sections
of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube
below ground level will be painted with three coats of Epoxy paint. The design, painting and
lettering shall be done as per approved drawing. (iii) For warranty and durability the clause
1701.5 and for maintenance the clause 1911 shall be applicable. (iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting
colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech)
7Retro Refective Trafc Sign As per IRC 67 Clause 1701.3.8.1 Class A Type 1 etc. (rate inclusive
of 18% GST) | No | 18115.36 | 18115.36 | 2.0 | False | None | None | False | None | False | 36230.72 | 0 | | 3074548 | 105012 | None | Item No.VOL-III-8.5 A (xiii) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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 round level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 60cm x 60cm Square. etc(rate inclusive of 18% GST) | Each | 5587.3 | 5587.3 | 6.0 | False | None | None | False | None | False | 33523.8 | 0 | | 3074549 | 105012 | None | Item Code :8.6(iv) Vol-03 | 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 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:67:2022. (ii) 60 cm equilateral triangle- TYPE iv (rate inclusive of 18% GST) | Each | 4219.68 | 4219.68 | 2.0 | False | None | None | False | None | False | 8439.36 | 0 | | 3074550 | 105012 | None | Item Code :8.5-A(viii),vol.3 | Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary,
mandatory and informatory sign as per IRC:67:2022 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:67:2022.60 cm circular (rate inclusive of 18% GST) | Each | 5070.46 | 5070.46 | 2.0 | False | None | None | False | None | False | 10140.92 | 0 | | 3074551 | 105012 | None | Item code.8.5-A(xv),vol.3,page.no.64 | Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary,
mandatory and informatory sign as per IRC:67:2022 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:67:2022.( xv ) 90 cm high octagon(rate inclusive of 18% GST) | Each | 7672.36 | 7672.36 | 2.0 | False | None | None | False | None | False | 15344.72 | 0 | | 3074552 | 105012 | None | Item No.Vol-III-8.7 Page No.65 | 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. Direction and Place Identification Signs upto 0.9 m2 Size Board. etc. (rate inclusive of 18% GST) | Sqm | 10631.8 | 10631.8 | 1.8 | False | None | None | False | None | False | 19137.24 | 0 | | 3074553 | 105012 | None | Item no.Vol-3: 8.43 Page 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 tachment 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. etc.(rate inclusive of 18% GST)
| No | 430.7 | 430.7 | 200.0 | False | None | None | False | None | False | 86140.0 | 0 | | 3074554 | 105012 | None | Item No.Vol-III-8.16-ii Page No.67 | 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). etc. (rate inclusive of 18% GST)
| Each | 3453.86 | 3453.86 | 1.0 | False | None | None | False | None | False | 3453.86 | 0 | | 3074555 | 105012 | None | Item No.VOL-III-8.16-iii Page 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). etc.(rate inclusive of 18% GST) | Each | 993.56 | 993.56 | 7.0 | False | None | None | False | None | False | 6954.92 | 0 | | 3074556 | 105012 | None | Item No.VOL-III-8.5 A (ii) Page No. 64) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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 round level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 90 cm equilateral triangle. etc. | Each | 5527.12 | 5527.12 | 2.0 | False | None | None | False | None | False | 11054.24 | 0 | | 3074557 | 105012 | None | Item No.VOL-III-8.25-i Page No. 69 | 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 asper clause 811(rate inclusive of 18% GST)
| m | 4295.2 | 4295.2 | 2400.0 | False | None | None | False | None | False | 10308480.0 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (b)Improvements to Road Kandali-Bailahalli-Bikkodu to MCF Baheshapura road via Gowdagere-Doddagaddavalli-Veerapura-Kondajji-Kelavathi-Lingarasanahalli-Kudaregundi-Vedavathi from Ch 20.00 KM to 26.00 KM (in Selected Reaches) in Hassan Taluk of Hassan District( Field Culvert 750mm dia) | 721062.57 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074558 | 105013 | None | Item No.VOL-I-1.14.1 Page No. 8 | 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 (rate inclusive of 18% GST)
| Cum | 120.36 | 120.36 | 76.62 | False | None | None | False | None | False | 9221.9832 | 0 | | 3074559 | 105013 | None | Item No.VOL-I-2.1.3 Page No. 16 | 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. Mix 1:3:6( M10) Using 40 mm nominal size graded crushed coarse aggregates etc (rate inclusive of 18% GST) | Cum | 7067.02 | 7067.02 | 6.13 | False | None | None | False | None | False | 43320.8326 | 0 | | 3074560 | 105013 | None | Item No.VOL-I-2.11.h Page 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. (rate inclusive of 18% GST) | t | 93232.98 | 93232.98 | 0.78 | False | None | None | False | None | False | 72721.7244 | 0 | | 3074561 | 105013 | None | Item No. VOL-I-2.4.2 Page 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.etc. (M 20) Using 20 mm nominal size graded crushed coarse aggregate (rate inclusive of 18% GST and 8% for Form work) | Cum | 8058.03 | 8058.03 | 54.53 | False | None | None | False | None | False | 439404.3759 | 0 | | 3074562 | 105013 | None | Item No.VOL-III-16.15 c Page No.146 | 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. c.750 mm dia (rate inclusive of 18% GST) | m | 3935.3 | 3935.3 | 15.0 | False | None | None | False | None | False | 59029.5 | 0 | | 3074563 | 105013 | None | Item No.VOL-I-1.10 Page No. 07 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specification (rate inclusive of 18% GST) | Cum | 188.8 | 188.8 | 18.0 | False | None | None | False | None | False | 3398.4 | 0 | | 3074564 | 105013 | None | Item Code 8.29 i Volume 3 Page No71 | Cable Duct Across the Road 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. Single row for one utility service (rate inclusive of 18% GST) | m | 2610.16 | 2610.16 | 36.0 | False | None | None | False | None | False | 93965.76 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (b)Improvements to Road Kandali-Bailahalli-Bikkodu to MCF Baheshapura road via Gowdagere-Doddagaddavalli-Veerapura-Kondajji-Kelavathi-Lingarasanahalli-Kudaregundi-Vedavathi from Ch 20.00 KM to 26.00 KM (in Selected Reaches) in Hassan Taluk of Hassan District(Third Year Maintainence) | 130771.09 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074565 | 105014 | None | Item No.VOL-III-2.5 (ii) a Page no 9 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic
soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer In area of light jungle (rate inclusive of 18% GST) | 100 Sqm | 519.38 | 519.38 | 18.0 | False | None | None | False | None | False | 9348.84 | 0 | | 3074566 | 105014 | None | Item No.VOL-III-16.19 Page No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.
(rate inclusive of 18% GST) | Rmtr | 7.93 | 7.93 | 1200.0 | False | None | None | False | None | False | 9516.0 | 0 | | 3074567 | 105014 | None | Item No.VOL-III-10.3 Page No. 91 | Maintenance of Earth Shoulder (stripping excess soil)
Stripping excess soil from the shoulder surface to achieve the
approved level and compacting with plate compactor (rate inclusive of 18% GST) | Sqm | 51.54 | 51.54 | 135.0 | False | None | None | False | None | False | 6957.9 | 0 | | 3074568 | 105014 | None | Item No.VOL-III-10.2 Page No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil)
Making up loss of material/ irregularities on shoulder to the
design level by adding fresh approved soil and compacting it
with appropriate equipment (rate inclusive of 18% GST) | Sqm | 128.19 | 128.19 | 450.0 | False | None | None | False | None | False | 57685.5 | 0 | | 3074569 | 105014 | None | Item No.VOL-III-10.4 Page No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded
Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (rate inclusive of 18% GST) | Sqm | 207.49 | 207.49 | 41.25 | False | None | None | False | None | False | 8558.9625 | 0 | | 3074570 | 105014 | None | Item No.VOL-III-16.22 Page No. 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 (rate inclusive of 18% GST) | Km | 2622.05 | 2622.05 | 1.5 | False | None | None | False | None | False | 3933.075 | 0 | | 3074571 | 105014 | None | Item No.VOL-III-16.24 i Page No. 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint (rate inclusive of 18% GST) | Km | 272.25 | 272.25 | 8.0 | False | None | None | False | None | False | 2178.0 | 0 | | 3074572 | 105014 | None | Vol:1 Page No.8. Item No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.
in all kinds of soil depth upto 3m(rate inclusive of 18% GST) | Cum | 134.8 | 134.8 | 45.0 | False | None | None | False | None | False | 6066.0 | 0 | | 3074573 | 105014 | None | Item No.VOL-III-8.10 Page No. 66 | Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 (rate inclusive of 18% GST) | Sqm | 144.05 | 144.05 | 184.15 | False | None | None | False | None | False | 26526.8075 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (b)Improvements to Road Kandali-Bailahalli-Bikkodu to MCF Baheshapura road via Gowdagere-Doddagaddavalli-Veerapura-Kondajji-Kelavathi-Lingarasanahalli-Kudaregundi-Vedavathi from Ch 20.00 KM to 26.00 KM (in Selected Reaches) in Hassan Taluk of Hassan District(Fourth Year Maintainence) | 107918.14 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074574 | 105015 | None | Item No.VOL-III-2.6 Page No. 9 | 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 (rate inclusive of 18% GST) | 100 Sqm | 537.94 | 537.94 | 18.0 | False | None | None | False | None | False | 9682.92 | 0 | | 3074575 | 105015 | None | Item No.VOL-III-16.19 Page No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.
(rate inclusive of 18% GST) | Rmtr | 8.21 | 8.21 | 1200.0 | False | None | None | False | None | False | 9852.0 | 0 | | 3074576 | 105015 | None | Item No.VOL-III-10.3 Page No. 91 | Maintenance of Earth Shoulder (stripping excess soil)
Stripping excess soil from the shoulder surface to achieve the
approved level and compacting with plate compactor(rate inclusive of 18% GST) | Sqm | 53.38 | 53.38 | 135.0 | False | None | None | False | None | False | 7206.3 | 0 | | 3074577 | 105015 | None | Item No.VOL-III-10.2 Page No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil)
Making up loss of material/ irregularities on shoulder to the
design level by adding fresh approved soil and compacting it
with appropriate equipment. (rate inclusive of 18% GST) | Sqm | 132.77 | 132.77 | 450.0 | False | None | None | False | None | False | 59746.5 | 0 | | 3074578 | 105015 | None | Item No.VOL-III-10.4 Page No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded
Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (rate inclusive of 18% GST) | Sqm | 214.9 | 214.9 | 41.25 | False | None | None | False | None | False | 8864.625 | 0 | | 3074579 | 105015 | None | Vol:1 Page No.8. Item No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.
in all kinds of soil depth upto 3m (rate inclusive of 18% GST) | Cum | 139.62 | 139.62 | 90.0 | False | None | None | False | None | False | 12565.8 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (b)Improvements to Road Kandali-Bailahalli-Bikkodu to MCF Baheshapura road via Gowdagere-Doddagaddavalli-Veerapura-Kondajji-Kelavathi-Lingarasanahalli-Kudaregundi-Vedavathi from Ch 20.00 KM to 26.00 KM (in Selected Reaches) in Hassan Taluk of Hassan District(Fifth Year Maintainence) | 120818.3 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074580 | 105016 | None | Item No.VOL-III-2.6 Page No. 9 | 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 (rate inclusive of 18% GST) | 100 Sqm | 556.49 | 556.49 | 18.0 | False | None | None | False | None | False | 10016.82 | 0 | | 3074581 | 105016 | None | Item No.VOL-III-16.19 Page No. 14 | Maintenance of Drains - The maintenance of drains include erosion, repair,
clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains
as per technical specifcation Clause 1908.(rate inclusive of 18% GST) | Rmtr | 8.5 | 8.5 | 1200.0 | False | None | None | False | None | False | 10200.0 | 0 | | 3074582 | 105016 | None | Item No.VOL-III-10.3 Page No. 91 | Maintenance of Earth Shoulder (stripping excess soil)
Stripping excess soil from the shoulder surface to achieve the
approved level and compacting with plate compactor (rate inclusive of 18% GST) | Sqm | 55.22 | 55.22 | 135.0 | False | None | None | False | None | False | 7454.7 | 0 | | 3074583 | 105016 | None | Item No.VOL-III-10.2 Page No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil)
Making up loss of material/ irregularities on shoulder to the
design level by adding fresh approved soil and compacting it
with appropriate equipment.(rate inclusive of 18% GST) | Sqm | 137.35 | 137.35 | 450.0 | False | None | None | False | None | False | 61807.5 | 0 | | 3074584 | 105016 | None | Item No.VOL-III-10.4 Page No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded
Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (rate inclusive of 18% GST) | Sqm | 222.31 | 222.31 | 82.5 | False | None | None | False | None | False | 18340.575 | 0 | | 3074585 | 105016 | None | Vol:1 Page No.8. Item No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.
in all kinds of soils upto depth 3m (rate inclusive of 18% GST) | Cum | 144.43 | 144.43 | 90.0 | False | None | None | False | None | False | 12998.7 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (b)Improvements to Road Kandali-Bailahalli-Bikkodu to MCF Baheshapura road via Gowdagere-Doddagaddavalli-Veerapura-Kondajji-Kelavathi-Lingarasanahalli-Kudaregundi-Vedavathi from Ch 20.00 KM to 26.00 KM (in Selected Reaches) in Hassan Taluk of Hassan District(Sixth Year Maintainence) | 3295821.27 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074586 | 105017 | None | Item No.VOL-III-16.22 Page No. 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification (rate inclusive of 18% GST)
| Km | 2902.99 | 2902.99 | 2.0 | False | None | None | False | None | False | 5805.98 | 0 | | 3074587 | 105017 | None | Item No.VOL-III-16.24 i Page No. 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint (rate inclusive of 18% GST)
| Km | 301.42 | 301.42 | 7.0 | False | None | None | False | None | False | 2109.94 | 0 | | 3074588 | 105017 | None | V 1 Page No.8. Item No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifcations, 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
(rate inclusive of 18% GST) | Cum | 149.25 | 149.25 | 45.0 | False | None | None | False | None | False | 6716.25 | 0 | | 3074589 | 105017 | None | Item No.VOL-III-8.10 Page No. 66 | Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. (rate inclusive of 18% GST)
| Sqm | 301.42 | 301.42 | 32.77 | False | None | None | False | None | False | 9877.5334 | 0 | | 3074590 | 105017 | None | Item No.VOL-III-5.3-i Page No. 31 | 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 (Rate inclusive of 185 GST) | Sqm | 17.56 | 17.56 | 5979.0 | False | None | None | False | None | False | 104991.24 | 0 | | 3074591 | 105017 | None | Item No.5.16(C) VOL-III- PageNo. 38 | Bituminous Concrete Grading II for traffic less than 20 MSA Providing and laying
Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of
specifed grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and fler,
transporting the hot mix to work site, laying with mechanical paver fnisher to the required grade,
level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the
desired compaction as per MORTH specifcation clause No. 507 complete in all respects (rate
inclusive of 18% GST) | Cum | 16027.89 | 16027.89 | 179.37 | False | None | None | False | None | False | 2874922.6293 | 0 | | 3074592 | 105017 | None | Item No.VOL-III-8.15 Page No. 67 | 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. | Sqm | 775.5 | 775.5 | 300.0 | False | None | None | False | None | False | 232650.0 | 0 | | 3074593 | 105017 | None | Item No.VOL-III-8.43 Page 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 tachment 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. etc. (rate inclusive of 18% GST) | Nos | 534.07 | 534.07 | 110.0 | False | None | None | False | None | False | 58747.7 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (b)Improvements to Road Kandali-Bailahalli-Bikkodu to MCF Baheshapura road via Gowdagere-Doddagaddavalli-Veerapura-Kondajji-Kelavathi-Lingarasanahalli-Kudaregundi-Vedavathi from Ch 20.00 KM to 26.00 KM (in Selected Reaches) in Hassan Taluk of Hassan District(First Year Maintainence) | 40.87 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074594 | 105018 | None | Item No.VOL-III-2.6 Page No. 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment.
PWD SoR for Roads & Bridges - 2023-24(rate inclusive of 18% GST) | 100 Sqm | 519.38 | 519.38 | 0.01 | False | None | None | False | None | False | 5.1938 | 0 | | 3074595 | 105018 | None | Item No.VOL-III-16.19 Page No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.
(rate inclusive of 18% GST) | Rmtr | 7.93 | 7.93 | 0.01 | False | None | None | False | None | False | 0.0793 | 0 | | 3074596 | 105018 | None | Item No.VOL-III-10.3 Page No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 (rate inclusive of 18% GST) | Sqm | 51.54 | 51.54 | 0.01 | False | None | None | False | None | False | 0.5154 | 0 | | 3074597 | 105018 | None | Item No.VOL-III-10.2 Page No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003(rate inclusive of 18% GST) | Sqm | 128.19 | 128.19 | 0.01 | False | None | None | False | None | False | 1.2819 | 0 | | 3074598 | 105018 | None | Item No.VOL-III-10.4 Page No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded
Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (rate inclusive of 18% GST) | Sqm | 207.49 | 207.49 | 0.01 | False | None | None | False | None | False | 2.0749 | 0 | | 3074599 | 105018 | None | Item No.VOL-III-16.22 Page No. 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 (rate inclusive of 18% GST) | Km | 2622.05 | 2622.05 | 0.01 | False | None | None | False | None | False | 26.2205 | 0 | | 3074600 | 105018 | None | Item No.VOL-III-16.24 i Page No. 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint (rate inclusive of 18% GST) | Km | 272.25 | 272.25 | 0.01 | False | None | None | False | None | False | 2.7225 | 0 | | 3074601 | 105018 | None | Vol:1 Page No.8. Item No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. (rate inclusive of 18% GST) | Cum | 134.8 | 134.8 | 0.01 | False | None | None | False | None | False | 1.348 | 0 | | 3074602 | 105018 | None | Item No.VOL-III-8.10 Page No. 66 | Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 (rate inclusive of 18% GST) | Sqm | 144.05 | 144.05 | 0.01 | False | None | None | False | None | False | 1.4405 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (b)Improvements to Road Kandali-Bailahalli-Bikkodu to MCF Baheshapura road via Gowdagere-Doddagaddavalli-Veerapura-Kondajji-Kelavathi-Lingarasanahalli-Kudaregundi-Vedavathi from Ch 20.00 KM to 26.00 KM (in Selected Reaches) in Hassan Taluk of Hassan District (Second Year Maintenance) | 10.87 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074603 | 105019 | None | Item No.VOL-III-2.6 Page No. 9 | 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 (rate inclusive of 18% GST) | 100 Sqm | 537.94 | 537.94 | 0.01 | False | None | None | False | None | False | 5.3794 | 0 | | 3074604 | 105019 | None | Item No.VOL-III-16.19 Page No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.
(rate inclusive of 18% GST) | Rmtr | 8.21 | 8.21 | 0.01 | False | None | None | False | None | False | 0.0821 | 0 | | 3074605 | 105019 | None | Item No.VOL-III-10.3 Page No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 (rate inclusive of 18% GST) | Sqm | 53.38 | 53.38 | 0.01 | False | None | None | False | None | False | 0.5338 | 0 | | 3074606 | 105019 | None | Item No.VOL-III-10.2 Page No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 (rate inclusive of 18% GST) | Sqm | 132.77 | 132.77 | 0.01 | False | None | None | False | None | False | 1.3277 | 0 | | 3074607 | 105019 | None | Item No.VOL-III-10.4 Page No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded
Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (rate inclusive of 18% GST) | Sqm | 214.9 | 214.9 | 0.01 | False | None | None | False | None | False | 2.149 | 0 | | 3074608 | 105019 | None | Vol:1 Page No.8. Item No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. (rate inclusive of 18% GST) | Cum | 139.62 | 139.62 | 0.01 | False | None | None | False | None | False | 1.3962 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (C) Improvements to Road Kabli-Somanahalli Kavalu Via Chikkamenahalli-Kudurugundi MDR from Ch 0.00 KM to 6.50 KM (in Selected Reaches) in Hassan Taluk of Hassan District (ROADS) | 21643662.92 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074609 | 105020 | None | Item No.VOL-III-2.5(ii) a Page No. 9 | 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. etc
By Mechanical Means using Dozer
a In area of light jungle
(rate inclusive of 18% GST) | 100 Sqm | 463.74 | 463.74 | 45.6 | False | None | None | False | None | False | 21146.544 | 0 | | 3074610 | 105020 | None | Item No.VOL-III-3.5 Page No. 17 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. (rate inclusive of 18% GST)
| Sqm | 7.08 | 7.08 | 5700.0 | False | None | None | False | None | False | 40356.0 | 0 | | 3074611 | 105020 | None | Item No.VOL-I-1.12 Page No. 8 | 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, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) etc. (rate inclusive of 18% GST) | Cum | 112.1 | 112.1 | 762.58 | False | None | None | False | None | False | 85485.218 | 0 | | 3074612 | 105020 | None | Item No.VOL-I-1.14.1 Page No.8 | 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
(rate inclusive of 18% GST) | Cum | 120.36 | 120.36 | 1641.6 | False | None | None | False | None | False | 197582.976 | 0 | | 3074613 | 105020 | None | Item No.VOL-I-1.7 Page No.7 | Construction of Embankment with approved materials deposited at site from
roadway cutting and excavation from drain and foundation of other structures
graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3
) (rate inclusive of 18% GST) | Cum | 140.42 | 140.42 | 2172.85 | False | None | None | False | None | False | 305111.597 | 0 | | 3074614 | 105020 | None | Item no.vol.no.1 1.8 page no.07 | 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. etc. (rate inclusive of 18% GST)
| Cum | 559.32 | 559.32 | 4677.15 | False | None | None | False | None | False | 2616023.538 | 0 | | 3074615 | 105020 | None | Item No.VOL-III-3.6 Page No.17 | 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 etc. (rate inclusive of 18% GST) | Cum | 581.74 | 581.74 | 1838.65 | False | None | None | False | None | False | 1069616.251 | 0 | | 3074616 | 105020 | None | Item No.VOL-III-4.2-B (v) Page No. 23 | 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 etc.(rate inclusive of 18% GST) | Cum | 2783.62 | 2783.62 | 1576.42 | False | None | None | False | None | False | 4388154.2404 | 0 | | 3074617 | 105020 | None | Item No.Vol-III-4.17 Page No.26 | 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. etc. (rate inclusive of 18% GST) | Cum | 3019.62 | 3019.62 | 1913.24 | False | None | None | False | None | False | 5777257.7688 | 0 | | 3074618 | 105020 | None | Item No.VOL-III-5.1-A-i Page No. 31 | 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 per m2 using mechanical means. etc. (rate inclusive of 18% GST) | Sqm | 48.38 | 48.38 | 7360.5 | False | None | None | False | None | False | 356100.99 | 0 | | 3074619 | 105020 | None | Item No.VOL-III-5.4(ii) Page No. 31 | 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. etc. (rate inclusive of 18% GST) | Sqm | 16.52 | 16.52 | 7056.5 | False | None | None | False | None | False | 116573.38 | 0 | | 3074620 | 105020 | None | Item No.5.12-C VOL-III-PageNo. 35 | Bituminous Concrete Grading II for traffic less than20 MSA
Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 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. (rate inclusive of 18% GST) | Cum | 11149.82 | 11149.82 | 352.82 | False | None | None | False | None | False | 3933879.4924 | 0 | | 3074621 | 105020 | None | Item No.5.16(C) VOL-III- PageNo. 38 | Bituminous Concrete Grading II for traffic less than20 MSA
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 (rate inclusive of 18% GST) | Cum | 12925.72 | 12925.72 | 211.7 | False | None | None | False | None | False | 2736374.924 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (C) Improvements to Road Kabli-Somanahalli Kavalu Via Chikkamenahalli-Kudurugundi MDR from Ch 0.00 KM to 6.50 KM (in Selected Reaches) in Hassan Taluk of Hassan District (ROAD FURNITURES) | 3255373.38 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074622 | 105021 | None | Item no.Vol-3-8.15 Page No.67 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound2.5 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. etc. (rate inclusive of 18% GST) | Sqm | 625.4 | 625.4 | 304.0 | False | None | None | False | None | False | 190121.6 | 0 | | 3074623 | 105021 | None | Item code.16.29 Vol.3 Page.no:149 | The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in rectangle shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The rectangle shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the rectangle shaped plate and middle plate and this square section will be welded to the bottom point of the rectangle shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, SHDP logo on top plate shall be as per clause 1701.4.6 nessages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing. (iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type 1 etc. (rate inclusive of 18% GST) | No | 18115.36 | 18115.36 | 2.0 | False | None | None | False | None | False | 36230.72 | 0 | | 3074624 | 105021 | None | Item No.VOL-III-8.5 A (xiii) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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 round level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 60cm x 60cm Square. etc(rate inclusive of 18% GST) | Each | 5587.3 | 5587.3 | 6.0 | False | None | None | False | None | False | 33523.8 | 0 | | 3074625 | 105021 | None | Item Code :8.6(iv) Vol-03 | 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 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:67:2022. (ii) 60 cm equilateral triangle- TYPE iv (rate inclusive of 18% GST) | Each | 4219.68 | 4219.68 | 2.0 | False | None | None | False | None | False | 8439.36 | 0 | | 3074626 | 105021 | None | Item Code :8.5-A(viii),vol.3 | Providing and fixing of retro- reflectorised cautionary,
mandatory and informatory sign as per IRC:67:2022 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:67:2022.60 cm circular (rate inclusive of 18% GST) | Each | 5070.46 | 5070.46 | 2.0 | False | None | None | False | None | False | 10140.92 | 0 | | 3074627 | 105021 | None | Item code.8.5-A(xv),vol.3,page.no.64 | Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary,
mandatory and informatory sign as per IRC:67:2022 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:67:2022.( xv ) 90 cm high octagon(rate inclusive of 18% GST) | Each | 7672.36 | 7672.36 | 2.0 | False | None | None | False | None | False | 15344.72 | 0 | | 3074628 | 105021 | None | Item No.Vol-III-8.7 Page No.65 | 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. etc. (rate inclusive of 18% GST) | Sqm | 10631.8 | 10631.8 | 1.8 | False | None | None | False | None | False | 19137.24 | 0 | | 3074629 | 105021 | None | Item no.Vol-3: 8.43 Page 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 tachment 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. etc.(rate inclusive of 18% GST)
| No | 430.7 | 430.7 | 200.0 | False | None | None | False | None | False | 86140.0 | 0 | | 3074630 | 105021 | None | Item No.Vol-III-8.16-ii Page No.67 | 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). etc. (rate inclusive of 18% GST)
| Each | 3453.86 | 3453.86 | 1.0 | False | None | None | False | None | False | 3453.86 | 0 | | 3074631 | 105021 | None | Item No.VOL-III-8.16-iii Page 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). etc.(rate inclusive of 18% GST) | Each | 993.56 | 993.56 | 7.0 | False | None | None | False | None | False | 6954.92 | 0 | | 3074632 | 105021 | None | Item No.VOL-III-8.5 A (ii) Page No. 64) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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 round level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 90 cm equilateral triangle. etc. | Each | 5527.12 | 5527.12 | 2.0 | False | None | None | False | None | False | 11054.24 | 0 | | 3074633 | 105021 | None | Item No.VOL-III-8.25-i Page No. 69 | 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 asper clause 811(rate inclusive of 18% GST)
| m | 4295.2 | 4295.2 | 660.0 | False | None | None | False | None | False | 2834832.0 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (C) Improvements to Road Kabli-Somanahalli Kavalu Via Chikkamenahalli-Kudurugundi MDR from Ch 0.00 KM to 6.50 KM (in Selected Reaches) in Hassan Taluk of Hassan District (SIDE DRAIN) | 2453248.68 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074634 | 105022 | None | Item No.VOL-I-1.14.1 Page No. 8 | 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. etc. (Rate inclusive of 18% of GST) | Cum | 120.36 | 120.36 | 346.5 | False | None | None | False | None | False | 41704.74 | 0 | | 3074635 | 105022 | None | Item No.VOL-I-2.1.3 Page No. 15 | 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 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. etc. (Rate inclusive of 18% of GST)
| Cum | 7067.02 | 7067.02 | 42.0 | False | None | None | False | None | False | 296814.84 | 0 | | 3074636 | 105022 | None | Item No.VOL-I-2.4.2 Page 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. etc. (Rate inclusive of 18% of GST and 8% for Form work) | Cum | 8058.03 | 8058.03 | 145.0 | False | None | None | False | None | False | 1168414.35 | 0 | | 3074637 | 105022 | None | Item No.VOL-I-2.11 h Page 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. etc.(Rate inclusive of 18% of GST) | t | 93232.98 | 93232.98 | 10.15 | False | None | None | False | None | False | 946314.747 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (C) Improvements to Road Kabli-Somanahalli Kavalu Via Chikkamenahalli-Kudurugundi MDR from Ch 0.00 KM to 6.50 KM (in Selected Reaches) in Hassan Taluk of Hassan District (HUME PIPE CULVERT OF 1 ROWS AND 1200MM DIA) | 1487344.9 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074638 | 105023 | None | Item No.VOL-III-2.8-ii-(a) Page No.10 | 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 Cement Concrete Grade M-15 & M-20
(rate inclusive of 18% GST) | Cum | 848.42 | 848.42 | 25.2 | False | None | None | False | None | False | 21380.184 | 0 | | 3074639 | 105023 | None | Item Code 2.17(ix)A Volume: 3 Page No 11 | 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 ix) Removing all Type of Hume Pipes and stacking including Earthwork and Dismantiling of Masonry Works.
(ix) Removing all type of Hume Pipes and Stacking including Earthwork
and Dismantling of Masonry Works.
A Upto 600 mm dia
(rate inclusive of 18% GST) | m | 1129.26 | 1129.26 | 20.0 | False | None | None | False | None | False | 22585.2 | 0 | | 3074640 | 105023 | None | Item No.VOL-I-1.14.1 Page No.8 | 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 etc. (rate inclusive of 18% GST) | Cum | 120.36 | 120.36 | 131.63 | False | None | None | False | None | False | 15842.9868 | 0 | | 3074641 | 105023 | None | Item No. VOL-I-2.1.3 Page No.15 | 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 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 etc. (rate inclusive of 18% GST) | Cum | 7067.02 | 7067.02 | 8.36 | False | None | None | False | None | False | 59080.2872 | 0 | | 3074642 | 105023 | None | Item No. VOL-I-2.11-h Page 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. All other type of structures etc. (rate inclusive of 18% GST) | t | 93232.98 | 93232.98 | 0.9 | False | None | None | False | None | False | 83909.682 | 0 | | 3074643 | 105023 | None | Item No. VOL-I-2.4.3 Page 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. etc. (rate inclusive of 18% GST and 8% for Form work) | Cum | 8074.6 | 8074.6 | 117.3 | False | None | None | False | None | False | 947150.58 | 0 | | 3074644 | 105023 | None | Item Code :9.1.ii Volume:3Page No:87 | Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 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 (i). 1200 mm dia
(rate inclusive of 18% GST) | m | 12705.06 | 12705.06 | 20.0 | False | None | None | False | None | False | 254101.2 | 0 | | 3074645 | 105023 | None | Item No. VOL-III-14.4(a) Page No.129 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specification Stone/Boulder etc. (rate inclusive of 18% GST) | Cum | 2256.16 | 2256.16 | 24.4 | False | None | None | False | None | False | 55050.304 | 0 | | 3074646 | 105023 | None | Item No. VOL-III-8.18 Page 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 . (rate inclusive of 18% GST) | Each | 882.64 | 882.64 | 32.0 | False | None | None | False | None | False | 28244.48 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (C) Improvements to Road Kabli-Somanahalli Kavalu Via Chikkamenahalli-Kudurugundi MDR from Ch 0.00 KM to 6.50 KM (in Selected Reaches) in Hassan Taluk of Hassan District (HUME PIPE CULVERT OF 3 ROWS AND 1200MM DIA) | 1493755.89 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074647 | 105024 | None | Item Code 2.8 (ii) a Volume 3 Page No:10 | 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 ii) By Mechanical Means a Cement Concrete Grade M-15 & M-20 . (rate inclusive of 18% GST) | Cum | 848.42 | 848.42 | 12.6 | False | None | None | False | None | False | 10690.092 | 0 | | 3074648 | 105024 | None | Item Code :2.17(ix)AVolume:3Page No:11 | 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 ix) Removing all Type of Hume Pipes and stacking including Earthwork and Dismantiling of Masonry Works.
(ix) Removing all type of Hume Pipes and Stacking including Earthwork
and Dismantling of Masonry Works.
A Upto 600 mm dia
(rate inclusive of 18% GST) | m | 1129.26 | 1129.26 | 10.0 | False | None | None | False | None | False | 11292.6 | 0 | | 3074649 | 105024 | None | Item No.VOL-I-1.14.1 Page No. 8 | 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
(rate inclusive of 18% GST) | Cum | 120.36 | 120.36 | 135.64 | False | None | None | False | None | False | 16325.6304 | 0 | | 3074650 | 105024 | None | Item No.VOL-I-2.1.3 Page No. 16 | 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 etc. (rate inclusive of 18% GST) | Cum | 7067.02 | 7067.02 | 7.6 | False | None | None | False | None | False | 53709.352 | 0 | | 3074651 | 105024 | None | Item No.VOL-I-2.11.h Page 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. etc. (rate inclusive of 18% GST) | t | 93232.98 | 93232.98 | 0.66 | False | None | None | False | None | False | 61533.7668 | 0 | | 3074652 | 105024 | None | Item No. VOL-I-2.4.2 Page 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.etc.
(rate inclusive of 18% GST and 8% for Form Work) | Cum | 8058.03 | 8058.03 | 113.28 | False | None | None | False | None | False | 912813.6384 | 0 | | 3074653 | 105024 | None | Item Code 9.1.ii Volume 3 Page No 87 | Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 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 (i). 1200 mm dia (rate inclusive of 18% GST) | m | 12705.06 | 12705.06 | 30.0 | False | None | None | False | None | False | 381151.8 | 0 | | 3074654 | 105024 | None | Item Code 14.4(a) Volume 3 Page No 129 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specification. | Cum | 2256.16 | 2256.16 | 15.8 | False | None | None | False | None | False | 35647.328 | 0 | | 3074655 | 105024 | None | Item Code 8.18 Volume 3 Page 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 (rates inclusive of 18% GST)
| Each | 882.64 | 882.64 | 12.0 | False | None | None | False | None | False | 10591.68 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (C) Improvements to Road Kabli-Somanahalli Kavalu Via Chikkamenahalli-Kudurugundi MDR from Ch 0.00 KM to 6.50 KM (in Selected Reaches) in Hassan Taluk of Hassan District (BOX CULVERT) | 1141431.4 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074656 | 105025 | None | Item No.VOL-III-2.8-ii-(a) Page No.10 | 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 Lime /Cement Concrete
(ii) By Mechanical Means
a Cement Concrete Grade M-15 & M-20
(rate inclusive of 18% GST) | Cum | 848.42 | 848.42 | 11.03 | False | None | None | False | None | False | 9358.0726 | 0 | | 3074657 | 105025 | None | Item No. VOL-III-2.11(ii) (A) Page 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
II By Mechanical means
A Dismantling Brick / Tile work / rubble masonry / pitching / etc by
mechanical means
(rate inclusive of 18% GST) | Cum | 212.4 | 212.4 | 12.0 | False | None | None | False | None | False | 2548.8 | 0 | | 3074658 | 105025 | None | Item No.VOL-I-1.14.1 Page No.8 | 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 etc. (rate inclusive of 18% GST) | Cum | 120.36 | 120.36 | 47.94 | False | None | None | False | None | False | 5770.0584 | 0 | | 3074659 | 105025 | None | Item No. VOL-I-2.1.3 Page No.15 | 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 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 etc. (rate inclusive of 18% GST) | Cum | 7067.02 | 7067.02 | 7.79 | False | None | None | False | None | False | 55052.0858 | 0 | | 3074660 | 105025 | None | Item No. VOL-I-2.11-h Page 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. All other type of structures etc. (rate inclusive of 18% GST) | t | 93232.98 | 93232.98 | 3.63 | False | None | None | False | None | False | 338435.7174 | 0 | | 3074661 | 105025 | None | Item No. VOL-I-2.4.3 Page 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. etc. (rate inclusive of 18% GST and 20% for form work) | Cum | 8971.78 | 8971.78 | 36.69 | False | None | None | False | None | False | 329174.6082 | 0 | | 3074662 | 105025 | None | Item No. VOL-I-2.4.3 Page 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. etc. (rate inclusive of 18% GST and 8% for form work) | Cum | 8074.6 | 8074.6 | 5.46 | False | None | None | False | None | False | 44087.316 | 0 | | 3074663 | 105025 | None | Item No.VOL-I-2.5.2 Page No. 16 | Providing and laying in position 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. etc. (rate inclusive of 18% GST and 20% for form work) | Cum | 9689.69 | 9689.69 | 11.9 | False | None | None | False | None | False | 115307.311 | 0 | | 3074664 | 105025 | None | Item No. VOL-III-13.8 Page No.121 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification etc. (rate inclusive of 18% GST) | Cum | 8036.98 | 8036.98 | 3.96 | False | None | None | False | None | False | 31826.4408 | 0 | | 3074665 | 105025 | None | Item No. VOL-III-13.9 Page No.122 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant)
(rate inclusive of 18% GST) | Cum | 13965.3 | 13965.3 | 4.8 | False | None | None | False | None | False | 67033.44 | 0 | | 3074666 | 105025 | None | Item No. VOL-III-13.2 A Page No.122 | Providing and laying Cement concrete wearing coat M-30 grade
including reinforcement complete as per drawing and Technical
Specifications. (Batching Plant
(rate inclusive of 18% GST) | Cum | 16485.78 | 16485.78 | 2.16 | False | None | None | False | None | False | 35609.2848 | 0 | | 3074667 | 105025 | None | Item No. VOL-III-8.10 Page No.66 | Painting Two Coats on New Concrete Surface Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces etc.(rate inclusive of 18% GST) | Sqm | 128.62 | 128.62 | 3.35 | False | None | None | False | None | False | 430.877 | 0 | | 3074668 | 105025 | None | Item No. VOL-III-14.4(a) Page No.129 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specification Stone/Boulder etc. (rate inclusive of 18% GST) | Cum | 2256.16 | 2256.16 | 17.25 | False | None | None | False | None | False | 38918.76 | 0 | | 3074669 | 105025 | None | Item No. VOL-III-8.18 Page 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 etc. (rate inclusive of 18% GST) | Each | 882.64 | 882.64 | 16.0 | False | None | None | False | None | False | 14122.24 | 0 | | 3074670 | 105025 | None | Item No. VOL-III-12.3A Page No.117 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification- A. Granular material etc. (rate inclusive of 18% GST) | Cum | 1378.24 | 1378.24 | 37.85 | False | None | None | False | None | False | 52166.384 | 0 | | 3074671 | 105025 | None | Item No. VOL-III-8.4 Page No.63 | Printing New Letter and Figures of any Shade
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman etc. (rate inclusive of 18% GST) | Per cm Height Per Letter | 1.06 | 1.06 | 1500.0 | False | None | None | False | None | False | 1590.0 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (C) Improvements to Road Kabli-Somanahalli Kavalu Via Chikkamenahalli-Kudurugundi MDR from Ch 0.00 KM to 6.50 KM (in Selected Reaches) in Hassan Taluk of Hassan District (FIELD CULVERT 750mm DIA) | 1196763.94 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074672 | 105026 | None | Item No.VOL-I-1.14.1 Page No. 8 | 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
and 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 and other appurtenances required to complete the work
In all kinds of soils Depth upto 3 m
(rate inclusive of 18% GST) | Cum | 120.36 | 120.36 | 85.54 | False | None | None | False | None | False | 10295.5944 | 0 | | 3074673 | 105026 | None | Item No.VOL-I-2.1.3 Page No. 16 | 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 etc. (rate inclusive of 18% GST) | Cum | 7067.02 | 7067.02 | 10.23 | False | None | None | False | None | False | 72295.6146 | 0 | | 3074674 | 105026 | None | Item No.VOL-I-2.11.h Page 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. etc. (rate inclusive of 18% GST) | t | 93232.98 | 93232.98 | 1.3 | False | None | None | False | None | False | 121202.874 | 0 | | 3074675 | 105026 | None | Item No. VOL-I-2.4.2 Page 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.etc. M20 design mix using 20mm nominal size graded crushed coarse aggregates.(rate inclusive of 18% GST and 8% for form work) | Cum | 8058.03 | 8058.03 | 90.88 | False | None | None | False | None | False | 732313.7664 | 0 | | 3074676 | 105026 | None | Item No.VOL-III-16.15(C)) Page No. 146 | 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.etc. (rate inclusive of 18% GST) | m | 3935.3 | 3935.3 | 25.0 | False | None | None | False | None | False | 98382.5 | 0 | | 3074677 | 105026 | None | Item No.VOL-I-1.10 Page No. 07 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications
(rate inclusive of 18% GST) | Cum | 188.8 | 188.8 | 30.0 | False | None | None | False | None | False | 5664.0 | 0 | | 3074678 | 105026 | None | Item Code :8.29(i) Vol:3 Page No:71 | Cable Duct Across the Road 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.
Single row for one utility service (rate inclusive of 18% GST) | m | 2610.16 | 2610.16 | 60.0 | False | None | None | False | None | False | 156609.6 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (C) Improvements to Road Kabli-Somanahalli Kavalu Via Chikkamenahalli-Kudurugundi MDR from Ch 0.00 KM to 6.50 KM (in Selected Reaches) in Hassan Taluk of Hassan District (THIRD YEAR MAINTENANCE) | 83623.23 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074679 | 105027 | None | Item No.VOL-III-2.5(ii) a Page No. 9 | 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
(rate inclusive of 18% GST) | 100 Sqm | 519.38 | 519.38 | 18.24 | False | None | None | False | None | False | 9473.4912 | 0 | | 3074680 | 105027 | None | Item No.VOL-III-16.19 Page No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.
(rate inclusive of 18% GST) | m | 7.93 | 7.93 | 1216.0 | False | None | None | False | None | False | 9642.88 | 0 | | 3074681 | 105027 | None | Item No.VOL-III-10.3 Page No. 91 | Maintenance of Earth Shoulder (stripping excess soil)
Stripping excess soil from the shoulder surface to achieve the
approved level and compacting with plate compactor
(rate inclusive of 18% GST) | Sqm | 51.54 | 51.54 | 136.8 | False | None | None | False | None | False | 7050.672 | 0 | | 3074682 | 105027 | None | Item No.VOL-III-10.2 Page No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil)
Making up loss of material/ irregularities on shoulder to the
design level by adding fresh approved soil and compacting it
with appropriate equipment (rate inclusive of 18% GST) | Sqm | 128.19 | 128.19 | 68.4 | False | None | None | False | None | False | 8768.196 | 0 | | 3074683 | 105027 | None | Item No.VOL-III-10.4 Page No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded
Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2
(rate inclusive of 18% GST) | Sqm | 207.49 | 207.49 | 41.8 | False | None | None | False | None | False | 8673.082 | 0 | | 3074684 | 105027 | None | Item No.VOL-III-16.22 Page No. 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 (rate inclusive of 18% GST) | Km | 2622.05 | 2622.05 | 2.0 | False | None | None | False | None | False | 5244.1 | 0 | | 3074685 | 105027 | None | Item No.VOL-III-16.24 i Page No. 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint
(rate inclusive of 18% GST) | Km | 272.25 | 272.25 | 8.0 | False | None | None | False | None | False | 2178.0 | 0 | | 3074686 | 105027 | None | Vol:1 Page No.8. Item No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work in all kinds of soils upto 3m by mechanical means
(rate inclusive of 18% GST) | Cum | 134.8 | 134.8 | 45.0 | False | None | None | False | None | False | 6066.0 | 0 | | 3074687 | 105027 | None | Item No.VOL-III-8.10 Page No. 66 | Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (rate inclusive of 18% GST) | Sqm | 144.05 | 144.05 | 184.15 | False | None | None | False | None | False | 26526.8075 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (C) Improvements to Road Kabli-Somanahalli Kavalu Via Chikkamenahalli-Kudurugundi MDR from Ch 0.00 KM to 6.50 KM (in Selected Reaches) in Hassan Taluk of Hassan District (FOURTH YEAR MAINTENANCE) | 178715.45 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074688 | 105028 | None | Item No.VOL-III-2.6 Page No. 9 | 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 (rate inclusive of 18% GST) | 100 Sqm | 537.94 | 537.94 | 18.24 | False | None | None | False | None | False | 9812.0256 | 0 | | 3074689 | 105028 | None | Item No.VOL-III-16.19 Page No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.
(rate inclusive of 18% GST) | m | 8.21 | 8.21 | 1216.0 | False | None | None | False | None | False | 9983.36 | 0 | | 3074690 | 105028 | None | Item No.VOL-III-10.3 Page No. 91 | Maintenance of Earth Shoulder (stripping excess soil)
Stripping excess soil from the shoulder surface to achieve the
approved level and compacting with plate compactor(rate inclusive of 18% GST) | Sqm | 53.38 | 53.38 | 136.8 | False | None | None | False | None | False | 7302.384 | 0 | | 3074691 | 105028 | None | Item No.VOL-III-10.2 Page No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil)
Making up loss of material/ irregularities on shoulder to the
design level by adding fresh approved soil and compacting it
with appropriate equipmentt (rate inclusive of 18% GST) | Sqm | 132.77 | 132.77 | 912.0 | False | None | None | False | None | False | 121086.24 | 0 | | 3074692 | 105028 | None | Item No.VOL-III-10.4 Page No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded
Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2
(rate inclusive of 18% GST) | Sqm | 214.9 | 214.9 | 83.6 | False | None | None | False | None | False | 17965.64 | 0 | | 3074693 | 105028 | None | Vol:1 Page No.8. Item No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. in all kind of soil upto 3m. (Rate inclusive of 18% GST) | Cum | 139.62 | 139.62 | 90.0 | False | None | None | False | None | False | 12565.8 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (C) Improvements to Road Kabli-Somanahalli Kavalu Via Chikkamenahalli-Kudurugundi MDR from Ch 0.00 KM to 6.50 KM (in Selected Reaches) in Hassan Taluk of Hassan District (FIFTH YEAR MAINTENANCE) | 184887.5 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074694 | 105029 | None | Item No VOL III 2.5 ii a Page 9 | 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 etc. (rate inclusive of 18% GST) | 100 Sqm | 556.49 | 556.49 | 18.24 | False | None | None | False | None | False | 10150.3776 | 0 | | 3074695 | 105029 | None | Item No.VOL-III-16.19 Page No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.
(rate inclusive of 18% GST) | m | 8.5 | 8.5 | 1216.0 | False | None | None | False | None | False | 10336.0 | 0 | | 3074696 | 105029 | None | Item No.VOL-III-10.3 Page No. 91 | Maintenance of Earth Shoulder (stripping excess soil)
Stripping excess soil from the shoulder surface to achieve the
approved level and compacting with plate compactorr (Rate inclusive of 18% GST) | Sqm | 55.22 | 55.22 | 136.8 | False | None | None | False | None | False | 7554.096 | 0 | | 3074697 | 105029 | None | Item No.VOL-III-10.2 Page No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil)
Making up loss of material/ irregularities on shoulder to the
design level by adding fresh approved soil and compacting it
with appropriate equipment(Rate inclusive of 18% GST) | Sqm | 137.35 | 137.35 | 912.0 | False | None | None | False | None | False | 125263.2 | 0 | | 3074698 | 105029 | None | Item No.VOL-III-10.4 Page No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded
Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (rate inclusive of 18% GST) | Sqm | 222.31 | 222.31 | 83.6 | False | None | None | False | None | False | 18585.116 | 0 | | 3074699 | 105029 | None | Vol:1 Page No.8. Item No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifcations, 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 (rate inclusive of 18% GST)
| Cum | 144.43 | 144.43 | 90.0 | False | None | None | False | None | False | 12998.7 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (C) Improvements to Road Kabli-Somanahalli Kavalu Via Chikkamenahalli-Kudurugundi MDR from Ch 0.00 KM to 6.50 KM (in Selected Reaches) in Hassan Taluk of Hassan District (SIXTH YEAR MAINTENANCE) | 3982305.38 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074700 | 105030 | None | Item No.VOL-III-16.22 Page No. 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification (rate inclusive of 18% GST)
| Km | 2902.99 | 2902.99 | 1.52 | False | None | None | False | None | False | 4412.5448 | 0 | | 3074701 | 105030 | None | Item No.VOL-III-16.24 i Page No. 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint (rate inclusive of 18% GST)
| Km | 301.42 | 301.42 | 7.0 | False | None | None | False | None | False | 2109.94 | 0 | | 3074702 | 105030 | None | Item No.VOL-III-8.10 Page No. 66 | Painting Two Coats on New Concrete Surface Painting two coats after fling
the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (rate inclusive of 18% GST) | Sqm | 159.49 | 159.49 | 32.77 | False | None | None | False | None | False | 5226.4873 | 0 | | 3074703 | 105030 | None | Item No.VOL-III-5.3-i Page No. 31 | 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 (rate inclusive of 18% GST)
| Sqm | 17.56 | 17.56 | 6666.5 | False | None | None | False | None | False | 117063.74 | 0 | | 3074704 | 105030 | None | Item No.VOL-III-5.16-C Page No. 37 | Bituminous Concrete Grading II for traffic less than 20 MSA Providing and laying
Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of
specifed grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and fller,
transporting the hot mix to work site, laying with mechanical paver fnisher to the required grade,
level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specifcation clause No. 507 complete in all respects (rate inclusive of 18% GST) | Cum | 16027.89 | 16027.89 | 222.05 | False | None | None | False | None | False | 3558992.9745 | 0 | | 3074705 | 105030 | None | Item No.VOL-III-8.15 Page No.67 | Road Marking with Hot Applied Thermoplastic Compound with Refectorising Glass Beads on Bituminous Surface etc.Road Marking with Hot Applied Thermoplastic
Compound with Refectorising Glass Beads on Bituminous Surface Providing and laying of hot
applied thermoplastic compound2.5 mm thick including refectorising glass beads @ 250 g/ m2
area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The
fnished surface to be level, uniform and free from streaks and holes. (rate inclusive of 18% GST) | Sqm | 775.5 | 775.5 | 304.0 | False | None | None | False | None | False | 235752.0 | 0 | | 3074706 | 105030 | None | Item No.VOL-III-8.43 Page 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 tachment 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. (rate inclusive of 18% GST)
| Nos | 534.07 | 534.07 | 110.0 | False | None | None | False | None | False | 58747.7 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (C) Improvements to Road Kabli-Somanahalli Kavalu Via Chikkamenahalli-Kudurugundi MDR from Ch 0.00 KM to 6.50 KM (in Selected Reaches) in Hassan Taluk of Hassan District (SHIFTING OF PVC WATER SUPPLY PIPE LINES) | 313598.47 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074707 | 105031 | None | Item No.VOL-I-1.17.1 Page No. 10 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m (Rate inclusive of 18% GST) | Cum | 309.16 | 309.16 | 343.01 | False | None | None | False | None | False | 106044.9716 | 0 | | 3074708 | 105031 | None | Item No.VOL-V-10.14.11 Page No. 120 | Providing and installing at site of work P.V.C. pipes including cost of pipes
and specials and labour, including lowering into trenches, laying true
to line, level and perfect linking at joints leak proof including jointing
of approved type with all labour charges and all lift charges, handling
charges including encasing the pipe around to a depth not less than15 cms with gravel or selected earth available from the excavation etc. complete. 110mm (weight of pipe-1.894kg) (Rate Inclusive of 18 % GST) | m | 422.44 | 422.44 | 400.0 | False | None | None | False | None | False | 168976.0 | 0 | | 3074709 | 105031 | None | Item No.VOL-V-10.14.8 Page No. 120 | Providing and installing at site of work P.V.C. pipes including cost of pipes
and specials and labour, including lowering into trenches, laying true
to line, level and perfect linking at joints leak proof including jointing
of approved type with all labour charges and all lift charges, handling
charges including encasing the pipe around to a depth not less than
15 cms with gravel or selected earth available from the excavation etc.
complete.6 Kg/63mm(weight of pipe -0.662 kg) m (Rate inclusive of 18% GST)
| m | 164.02 | 164.02 | 235.2 | False | None | None | False | None | False | 38577.504 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (C) Improvements to Road Kabli-Somanahalli Kavalu Via Chikkamenahalli-Kudurugundi MDR from Ch 0.00 KM to 6.50 KM (in Selected Reaches) in Hassan Taluk of Hassan District (FIRST YEAR MAINTENANCE) | 40.87 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074710 | 105032 | None | Item No.VOL-III-2.5(ii) a Page No. 9 | 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
(rate inclusive of 18% GST) | 100 Sqm | 519.38 | 519.38 | 0.01 | False | None | None | False | None | False | 5.1938 | 0 | | 3074711 | 105032 | None | Item No.VOL-III-16.19 Page No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.
(rate inclusive of 18% GST) | m | 7.93 | 7.93 | 0.01 | False | None | None | False | None | False | 0.0793 | 0 | | 3074712 | 105032 | None | Item No.VOL-III-10.3 Page No. 91 | Maintenance of Earth Shoulder (stripping excess soil)
Stripping excess soil from the shoulder surface to achieve the
approved level and compacting with plate compactor
(rate inclusive of 18% GST) | Sqm | 51.54 | 51.54 | 0.01 | False | None | None | False | None | False | 0.5154 | 0 | | 3074713 | 105032 | None | Item No.VOL-III-10.2 Page No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil)
Making up loss of material/ irregularities on shoulder to the
design level by adding fresh approved soil and compacting it
with appropriate equipment (rate inclusive of 18% GST) | Sqm | 128.19 | 128.19 | 0.01 | False | None | None | False | None | False | 1.2819 | 0 | | 3074714 | 105032 | None | Item No.VOL-III-10.4 Page No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded
Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2
(rate inclusive of 18% GST) | Sqm | 207.49 | 207.49 | 0.01 | False | None | None | False | None | False | 2.0749 | 0 | | 3074715 | 105032 | None | Item No.VOL-III-16.22 Page No. 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910
PWD SoR for Roads & Bridges - 2023-24 (rate inclusive of 18% GST) | Km | 2622.05 | 2622.05 | 0.01 | False | None | None | False | None | False | 26.2205 | 0 | | 3074716 | 105032 | None | Item No.VOL-III-16.24 i Page No. 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint
(rate inclusive of 18% GST) | Km | 272.25 | 272.25 | 0.01 | False | None | None | False | None | False | 2.7225 | 0 | | 3074717 | 105032 | None | Vol:1 Page No.8. Item No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work in all kinds of soils upto 3m by mechanical means
(rate inclusive of 18% GST) | Cum | 134.8 | 134.8 | 0.01 | False | None | None | False | None | False | 1.348 | 0 | | 3074718 | 105032 | None | Item No.VOL-III-8.10 Page No. 66 | Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (rate inclusive of 18% GST) | Sqm | 144.05 | 144.05 | 0.01 | False | None | None | False | None | False | 1.4405 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (C) Improvements to Road Kabli-Somanahalli Kavalu Via Chikkamenahalli-Kudurugundi MDR from Ch 0.00 KM to 6.50 KM (in Selected Reaches) in Hassan Taluk of Hassan District (SECOND YEAR MAINTENANCE) | 10.87 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074719 | 105033 | None | Item No.VOL-III-2.6 Page No. 9 | 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 (rate inclusive of 18% GST) | 100 Sqm | 537.94 | 537.94 | 0.01 | False | None | None | False | None | False | 5.3794 | 0 | | 3074720 | 105033 | None | Item No.VOL-III-16.19 Page No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.
PWD SoR for Roads & Bridges - 2023-24 (rate inclusive of 18% GST) | m | 8.21 | 8.21 | 0.01 | False | None | None | False | None | False | 0.0821 | 0 | | 3074721 | 105033 | None | Item No.VOL-III-10.3 Page No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003
PWD SoR for Roads & Bridges - 2023-24 (rate inclusive of 18% GST) | Sqm | 53.38 | 53.38 | 0.01 | False | None | None | False | None | False | 0.5338 | 0 | | 3074722 | 105033 | None | Item No.VOL-III-10.2 Page No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment (rate inclusive of 18% GST) | Sqm | 132.77 | 132.77 | 0.01 | False | None | None | False | None | False | 1.3277 | 0 | | 3074723 | 105033 | None | Item No.VOL-III-10.4 Page No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded
Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2
(rate inclusive of 18% GST) | Sqm | 214.9 | 214.9 | 0.01 | False | None | None | False | None | False | 2.149 | 0 | | 3074724 | 105033 | None | Vol:1 Page No.8. Item No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. in all kind of soil upto 3m. (Rate inclusive of 18% GST) | Cum | 139.62 | 139.62 | 0.01 | False | None | None | False | None | False | 1.3962 | 0 |
| | 1710422414000 | 0 | None | None | Roads | Package-807 (b)Improvements to Road Kandali-Bailahalli-Bikkodu to MCF Baheshapura road via Gowdagere-Doddagaddavalli-Veerapura-Kondajji-Kelavathi-Lingarasanahalli-Kudaregundi-Vedavathi from Ch 20.00 KM to 26.00 KM (in Selected Reaches) in Hassan Taluk of Hassan District (SHIFTING OF PVC WATER SUPPLY LINES) | 313598.47 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3074725 | 105034 | None | Item No.VOL-I-1.17.1 Page No. 10 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical
means as per drawing and technical specifcations, including setting out, construction of shoring,
strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm
wherever necessary as directed, removal of stumps and other deleterious matter, dressing of
sides and levelling the bottom of trench to the extent required , utilising the available excavated
earth locally for the work etc., and all other appurtenances complete in the following strata. All
kinds of soils. Depth upto 1.50 m (Rate inclusive of 18% GST | Cum | 309.16 | 309.16 | 343.01 | False | None | None | False | None | False | 106044.9716 | 0 | | 3074726 | 105034 | None | Item No.VOL-V-10.14.11 Page No. 120 | Providing and installing at site of work P.V.C. pipes including cost of pipes
and specials and labour, including lowering into trenches, laying true
to line, level and perfect linking at joints leak proof including jointing
of approved type with all labour charges and all lift charges, handling
charges including encasing the pipe around to a depth not less than15 cms with gravel or
selected earth available from the excavation etc. complete. 110mm (weight of pipe-1.894kg)
(Rate Inclusive of 18 % GST) | m | 422.44 | 422.44 | 400.0 | False | None | None | False | None | False | 168976.0 | 0 | | 3074727 | 105034 | None | Item No.VOL-V-10.14.8 Page No. 120 | Providing and installing at site of work P.V.C. pipes including cost of pipes
and specials and labour, including lowering into trenches, laying true
to line, level and perfect linking at joints leak proof including jointing
of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than
15 cms with gravel or selected earth available from the excavation etc.
complete.6 Kg/63mm(weight of pipe -0.662 kg) m (Rate inclusive of 18% GST) | m | 164.02 | 164.02 | 235.2 | False | None | None | False | None | False | 38577.504 | 0 |
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|---|