| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1724150024000 | 0 | None | None | Roads | Construction of road | 3635099.87 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3819981 | 145325 | None | 2.5.ii.a | Clearing and Grubbing Road Land.Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer A) In area of light jungle (UNI SR 2023-24, V-3, Page No. 9 Item No.2.5(ii) a.)
| Sqm | 412.65 | 412.65 | 47.16 | False | None | None | False | None | False | 19460.574 | 0 | | 3819982 | 145325 | None | 3.7 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.(UNI SR 2023-24, V-3,Page No. 17 Item No.3.7)
| Cum | 110.25 | 110.25 | 943.2 | False | None | None | False | None | False | 103987.8 | 0 | | 3819983 | 145325 | None | 1.8 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ( PWD SR 2023-24 Vol-1 Page-7 I.No. 1.8)
| Cum | 497.7 | 497.7 | 3144.0 | False | None | None | False | None | False | 1564768.8 | 0 | | 3819984 | 145325 | None | 4.2.B.v | 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 - By Mix in Place Method For For Grading -V Material (PWD SR 2023-24 Vol-3 Page-23 I.No. 4.2 B v )
| Cum | 2476.95 | 2476.95 | 786.0 | False | None | None | False | None | False | 1946882.7 | 0 |
| | 1724150024000 | 1 | None | None | Roads | Construction of road Continuation | 10982271.03 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3819985 | 145326 | None | 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m(PWD SR 2023-24 Vol-2 Page-11 I.No. 1.14.1)
| Cum | 107.1 | 107.1 | 471.6 | False | None | None | False | None | False | 50508.36 | 0 | | 3819986 | 145326 | None | 4.2.B.v | 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 - By Mix in Place Method For For Grading -V Material (PWD SR 2023-24 Vol-3 Page-23 I.No. 4.2 B v )
| Cum | 2476.95 | 2476.95 | 786.0 | False | None | None | False | None | False | 1946882.7 | 0 | | 3819987 | 145326 | None | 4.17 | 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. - Wet Mix Macadam (Plant mix method) (PWD SR 2023-24 Vol-3 P NO:26 I No:4.17)
| Cum | 2686.95 | 2686.95 | 1391.88 | False | None | None | False | None | False | 3739911.966 | 0 | | 3819988 | 145326 | None | 5.1.A.i | Prime Coat over WMM/WBM-Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. (PWD SR 2023-24 Vol-3 P No 31 I No :5.1 A i)
| Sqm | 43.05 | 43.05 | 4912.5 | False | None | None | False | None | False | 211483.125 | 0 | | 3819989 | 145326 | None | 5.32 | Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (PWD SR 2023-24 Vol-3 P No:31 I No:5.32)
| Sqm | 12.6 | 12.6 | 4912.5 | False | None | None | False | None | False | 61897.5 | 0 | | 3819990 | 145326 | None | 5.12.A | A Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity HMP batch type 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 tothe 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.(PWD SR 2023-24,Vol-3 Page No. 32, Item No 5.12 A)
| Cum | 10002.3 | 10002.3 | 245.62 | False | None | None | False | None | False | 2456764.926 | 0 | | 3819991 | 145326 | None | 5.16.A | Bituminous Concrete Grading II for traffic, Providing and laying Bituminous Concrete with 120 TPH capacity hot mix plant batch type 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 20 MSA (COMMON SR 2023-24, Vol-3 ,l.No 5.16 A ,P.No 37)
| Cum | 11584.65 | 11584.65 | 147.38 | False | None | None | False | None | False | 1707345.717 | 0 | | 3819992 | 145326 | None | 3.6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (PWD SR 2023-24 Vol-3 Page-17 I.No. 3.6)
| Cum | 517.65 | 517.65 | 408.72 | False | None | None | False | None | False | 211573.908 | 0 | | 3819993 | 145326 | None | 8.6.1.i | Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 ,Single lane with formation width of 5.75 m. (COMMON SR 2023-24, Vol-3 ,ltem.No.8.6.1 (i) ,P.No - 80)
| No | 36676.5 | 36676.5 | 3.0 | False | None | None | False | None | False | 110029.5 | 0 | | 3819994 | 145326 | None | 8.6.A.ii | 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 90 cm equilateral triangle. (PWD SR 2023-24 Vol-3 Pg No 64 I.No. 8.6 A ii)
| No | 4985.4 | 4985.4 | 8.0 | False | None | None | False | None | False | 39883.2 | 0 | | 3819995 | 145326 | None | 8.15 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.(PWD SR 2023-24 Vol-3 Pg No 67 I.No. 8.15)
| Sqm | 556.5 | 556.5 | 270.75 | False | None | None | False | None | False | 150672.375 | 0 | | 3819996 | 145326 | None | 8.16.ii | 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) (PWD SR 2023-24/Vol-3/Page-67, item No. 8.16ii)
| No | 3073.35 | 3073.35 | 1.0 | False | None | None | False | None | False | 3073.35 | 0 | | 3819997 | 145326 | None | 8.16.iii | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast)(PWD SR 2023-24/Vol-3/Page-67, item No. 8.16iii)
| No | 884.1 | 884.1 | 4.0 | False | None | None | False | None | False | 3536.4 | 0 | | 3819998 | 145326 | None | 8.43 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside,without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (PWD SR 2023-24/Vol-3/Page-74, item No. 8.43)
| No | 383.25 | 383.25 | 704.0 | False | None | None | False | None | False | 269808.0 | 0 | | 3819999 | 145326 | None | 8.54 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation,refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804(PWD SR 2023-24 Vol-3 Pg No 78 I.No. 8.54)
| Each | 9450.0 | 9450.0 | 2.0 | False | None | None | False | None | False | 18900.0 | 0 |
| | 1724150024000 | 1 | None | None | Roads | BOX CULVERT OF SINGLE CELLS 1.50 X 1.50 X 14.00m | 1821894.26 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3820000 | 145327 | None | 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work . In all kinds of soils Depth upto 3 m (COMMON SR 2023-24, Vol-1 Sl.No. 1.14.1,P.No - 8)
| Cum | 107.1 | 107.1 | 97.66 | False | None | None | False | None | False | 10459.386 | 0 | | 3820001 | 145327 | None | 2.1.3 | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in
layers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3)
| Cum | 6288.5 | 6288.5 | 10.0 | False | None | None | False | None | False | 62885.0 | 0 | | 3820002 | 145327 | None | 13.8 | PCC M15 Grade leveling course below approach slab complete as
per drawing and Technical specification (COMMON SR 2023-24,Vol-3 P.NO -121, SI.No -13.8)"
| Cum | 7151.6 | 7151.6 | 7.0 | False | None | None | False | None | False | 50061.2 | 0 | | 3820003 | 145327 | None | 2.4.2 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2)
| Cum | 6639.2 | 6639.2 | 3.47 | False | None | None | False | None | False | 23038.024 | 0 | | 3820004 | 145327 | None | 14.8b | Curtain wall complete as per drawing and Technical specification Cement concrete Grade M15 2507.2 (COMMON SR 2023-24 Vol-3, P.NO -112, SI.No -14.8.b)
| Cum | 6555.2 | 6555.2 | 7.47 | False | None | None | False | None | False | 48967.344 | 0 | | 3820005 | 145327 | None | 2.5.2 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17) Appendix I Additionalities for Formwork, Centering & Scaffolding -Bridges-SI.No.6-Box Culvert 20 (Pg No 116)
| Cum | 8622.2 | 8622.2 | 27.86 | False | None | None | False | None | False | 240214.492 | 0 | | 3820006 | 145327 | None | 2.5.2 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17) Appendix I Additionalities for Formwork, Centering & Scaffolding -Bridges-SI.No.6-Box Culvert 20% (Pg No:116)
| Cum | 7903.67 | 7903.67 | 37.09 | False | None | None | False | None | False | 293147.1203 | 0 | | 3820007 | 145327 | None | 13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification 2705 (COMMON SR 2023-24 Vol-3, P.NO -103, SI.No -13.7)
| Cum | 3434.6 | 3434.6 | 2.0 | False | None | None | False | None | False | 6869.2 | 0 | | 3820008 | 145327 | None | 13.13.a | Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m length) (COMMON SR 2023-24 Vol-3, P.NO -123, SI.No -13.13.a)
| Rmtr | 4376.4 | 4376.4 | 9.0 | False | None | None | False | None | False | 39387.6 | 0 | | 3820009 | 145327 | None | 4.17 | Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (COMMON SR 2023-24 Vol-3, P.NO -26, SI.No -4.17)
| Cum | 2686.95 | 2686.95 | 10.5 | False | None | None | False | None | False | 28212.975 | 0 | | 3820010 | 145327 | None | 13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant)(COMMON SR 2023-24 Vol-3, P.NO -122, SI.No -13.9))
| Cum | 12426.75 | 12426.75 | 14.0 | False | None | None | False | None | False | 173974.5 | 0 | | 3820011 | 145327 | None | 2.11.c | 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 Sub structure of Bridges (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11.c)
| Tonne | 90754.65 | 90754.65 | 7.0 | False | None | None | False | None | False | 635282.55 | 0 | | 3820012 | 145327 | None | 12.2 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.2)
| Each | 250.95 | 250.95 | 18.0 | False | None | None | False | None | False | 4517.1 | 0 | | 3820013 | 145327 | None | 12.4 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 710.1.4 of IRC:78 & 2200 (COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.4)
| Cum | 2810.85 | 2810.85 | 20.7 | False | None | None | False | None | False | 58184.595 | 0 | | 3820014 | 145327 | None | 12.3a | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material 710.1.4.of IRC:78 &2200 (COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.3a)
| Cum | 1226.4 | 1226.4 | 29.66 | False | None | None | False | None | False | 36375.024 | 0 | | 3820015 | 145327 | None | 13.16 | Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. 2600 (COMMON SR 2023-24 Vol-3 Sl.No. 13.16, P.No 124)
| Rmtr | 1884.75 | 1884.75 | 28.0 | False | None | None | False | None | False | 52773.0 | 0 | | 3820016 | 145327 | None | 14.1 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. (COMMON SR 2021-2, Vol-2, Sl.No. 14.1, P.No 129)
| Cum | 2007.6 | 2007.6 | 1.8 | False | None | None | False | None | False | 3613.68 | 0 | | 3820017 | 145327 | None | 14.9 | Flexible Apron : Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 2507.2 (COMMON SR 2018-19 Sl.No. 14.9 , P.No 129)
| Cum | 2151.45 | 2151.45 | 4.5 | False | None | None | False | None | False | 9681.525 | 0 | | 3820018 | 145327 | None | 13.14 | Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1litre for 2 m2. 800 (COMMON SR 2023-24 Vol-3 Page No.104 SI.No.13.14)"
| Sqm | 88.2 | 88.2 | 15.3 | False | None | None | False | None | False | 1349.46 | 0 | | 3820019 | 145327 | None | 5.22 | Mastic Asphalt Providing and laying 12 mm thick mastic asphalt wearing
course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500- 29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005m3 per 10 m2 and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515. 515 & 2702 (COMMON SR 2023-24 Vol-3 Page No.39 SI.No.5.22)"
| Sqm | 789.6 | 789.6 | 45.0 | False | None | None | False | None | False | 35532.0 | 0 | | 3820020 | 145327 | None | 14.5 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification (COMMON SR, Vol-3 2023-24, SL.No 14.5, P.No 129)
| Cum | 3187.8 | 3187.8 | 0.8 | False | None | None | False | None | False | 2550.24 | 0 | | 3820021 | 145327 | None | 14.4.a | 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 specifications Stone/Boulder (COMMONSR 2023-24, Vol-3, SL.No 14.4.A, P.No 129)
| Cum | 2007.6 | 2007.6 | 2.4 | False | None | None | False | None | False | 4818.24 | 0 |
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