| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1716364377000 | 0 | None | None | Bridges/Culverts | Approach Road | 14547613.73 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3141864 | 108152 | None | SR 2023-2024, V-3, Page No:9, Item No:2.5A | 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. MORTH Specification No:201 (i). By Mechanical Means A. In area of light jungle. | 100 Sqm | 412.7 | 412.7 | 30.0 | False | None | None | False | None | False | 12381.0 | 0 | | 3141865 | 108152 | None | SR 2023-2024, V-3, Page No:17, Item No:3.5 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead MORTH Specification No. 305.4.3 (i) By Mechanical Means Using Hydraulic excavator | Sqm | 6.3 | 6.3 | 1875.0 | False | None | None | False | None | False | 11812.5 | 0 | | 3141866 | 108152 | None | SR 2023-2024, V-3, Page No:17, Item No: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.
| Sqm | 110.25 | 110.25 | 281.24 | False | None | None | False | None | False | 31006.71 | 0 | | 3141867 | 108152 | None | SR 2023-2024, V-1, Page No:7, Item No: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. If the height of embankment construction is more than 1.50 m add 5% per cum for every 1.50 m height or part there off. Deduct 5% per cum if rollers are not used and tamping is done manually. Add 8% per cum for works under foul & sullage situation | Cum | 497.7 | 497.7 | 1500.0 | False | None | None | False | None | False | 746550.0 | 0 | | 3141868 | 108152 | None | SR 2023-2024 , V-3, Page No:17, Item No: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 MORTH Specification No. 305
| Cum | 517.65 | 517.65 | 2792.31 | False | None | None | False | None | False | 1445439.2715 | 0 | | 3141869 | 108152 | None | SR2023-2024 , V-3, Page No:23, Item No:4.2 (v) | Granular Sub-Base B: By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH Specification No. 401-B (V)For Grading-V Material | Cum | 2476.95 | 2476.95 | 731.5 | False | None | None | False | None | False | 1811888.925 | 0 | | 3141870 | 108152 | None | SR 2023-2024 , V-3, Page No:26, Item No:4.17 | 406-A 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. MORTH Specification No. 406 | Cum | 2686.95 | 2686.95 | 687.5 | False | None | None | False | None | False | 1847278.125 | 0 | | 3141871 | 108152 | None | SR 2023-2024 , V-3, Page No:31, Item No:5.1 | 502-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 0.70 kg per m2 using mechanical means. MORTH Specification No. 502 | 1 * 6 Reels | 43.05 | 43.05 | 2750.0 | False | None | None | False | None | False | 118387.5 | 0 | | 3141872 | 108152 | None | SR2023-2024 , V-3, Page No:31, Item No:5.3 (i) | Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular surface MORTH Specification No. 503
| Sqm | 12.6 | 12.6 | 10250.0 | False | None | None | False | None | False | 129150.0 | 0 | | 3141873 | 108152 | None | SR2023-2024 , V-3, Page No:31, Item No:5.8(ii)C | ii Bituminous Macadam Grading - II for traffic 20 MSA C) Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 at 3.4 Percent by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | Cum | 8044.05 | 8044.05 | 512.5 | False | None | None | False | None | False | 4122575.625 | 0 | | 3141874 | 108152 | None | SR 2023-2024 , V-3, Page No:43, Item No:5.31 | Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.
| Cum | 10659.6 | 10659.6 | 256.26 | False | None | None | False | None | False | 2731629.096 | 0 | | 3141875 | 108152 | None | SR2023-2024 , V-3, Page No:64, Item No:8.5 A(viii | 801-A Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. MORTH Specification No. 801 | Each | 4825.95 | 4825.95 | 3.0 | False | None | None | False | None | False | 14477.85 | 0 | | 3141876 | 108152 | None | SR 2023-2024, V-3, Page No:67, Item No: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. MORTH Specification No. 803
| Sqm | 556.5 | 556.5 | 750.0 | False | None | None | False | None | False | 417375.0 | 0 | | 3141877 | 108152 | None | SR 2023-2024 , V-3, Page No:65, Item No:8.8 | Direction and Place Identification Signs with size more than 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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
| Sqm | 10187.1 | 10187.1 | 2.16 | False | None | None | False | None | False | 22004.136 | 0 | | 3141878 | 108152 | None | SR 2023-2024 , V-3, Page No:69, Item No:8.25 i | Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 | m | 3822.0 | 3822.0 | 140.0 | False | None | None | False | None | False | 535080.0 | 0 | | 3141879 | 108152 | None | SR 2023-2024 , V-3, Page No:129, Item No:14.5 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORTH Specification No. 2504
| Cum | 3187.8 | 3187.8 | 36.0 | False | None | None | False | None | False | 114760.8 | 0 | | 3141880 | 108152 | None | SR 2023-2024, V-3, Page No:129, Item No: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. A.Stone/Boulder MORTH Specification No. 2504
| Cum | 2007.6 | 2007.6 | 72.0 | False | None | None | False | None | False | 144547.2 | 0 | | 3141881 | 108152 | None | SR 2023-2024, V-3, Page No:74, Item No: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.
| Each | 383.25 | 383.25 | 760.0 | False | None | None | False | None | False | 291270.0 | 0 |
| | 1716364377000 | 0 | None | None | Bridges/Culverts | Estimate of Box Culvert 3 Vent (5X3) | 13923191.99 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3141882 | 108153 | None | SR 2023-2024 V-3 Page No10 Item No2.8 ii(A) | 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 MORTH Specification 202.
| Cum | 754.95 | 754.95 | 162.52 | False | None | None | False | None | False | 122694.474 | 0 | | 3141883 | 108153 | None | SR 2023-2024 V-1 Page No8 Item No1.14.1 | Mechanical Means: -In all kinds of soils Depth upto 3m 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
| Cum | 107.1 | 107.1 | 4269.6 | False | None | None | False | None | False | 457274.16 | 0 | | 3141884 | 108153 | None | SR 2023-2024 V-1 Page No16 Item No2.4.1 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates.
| Cum | 7396.62 | 7396.62 | 155.38 | False | None | None | False | None | False | 1149286.8156 | 0 | | 3141885 | 108153 | None | SR 2023-2024 V-1, Page No:112, Item No: Appendex-1 | Additionalities for Form Work and Centring, & Scaffolding charges for Box Culvert
| Cum | 1344.84 | 1344.84 | 155.38 | False | None | None | False | None | False | 208961.2392 | 0 | | 3141886 | 108153 | None | SR 2023-2024 V-1 Page No15 Item No2.2.3 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 7318.08 | 7318.08 | 244.07 | False | None | None | False | None | False | 1786123.7856 | 0 | | 3141887 | 108153 | None | SR 2023-2024 V-1 Page No112 Item NoAppendix-I | Additionalities for Form Work and Centring, & Scaffolding charges for Box Culvert
| Cum | 1330.56 | 1330.56 | 224.07 | False | None | None | False | None | False | 298138.5792 | 0 | | 3141888 | 108153 | None | SR 2023-2024 V-1 Page No17 Item No2.5.2 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
| Cum | 7903.67 | 7903.67 | 331.35 | False | None | None | False | None | False | 2618881.0545 | 0 | | 3141889 | 108153 | None | SR 2023-2024 V-1 Page No112 Item NoAppendix-I | Additionalities for Form Work and Centring, & Scaffolding charges for Box Culvert
| Cum | 1437.03 | 1437.03 | 331.39 | False | None | None | False | None | False | 476217.3717 | 0 | | 3141890 | 108153 | None | SR 2023-2024 V-1 Page No18 Item No2.11c | 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. c) Sub structure of Bridges | Tonne | 90754.65 | 90754.65 | 41.18 | False | None | None | False | None | False | 3737276.487 | 0 | | 3141891 | 108153 | None | SR 2023-2024 Vol No.1, Page No:18, Item No:2.11d | 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. d) Super structure of Bridges | t | 90990.9 | 90990.9 | 6.98 | False | None | None | False | None | False | 635116.482 | 0 | | 3141892 | 108153 | None | SR 2023-2024 V-3 Page No121 Item No13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700
| Cum | 7151.55 | 7151.55 | 10.5 | False | None | None | False | None | False | 75091.275 | 0 | | 3141893 | 108153 | None | SR 2023-2024 V-3 Page No122 Item No13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). MORTH Specification No. 1500,1600 1700 & 2704.
| Cum | 12426.75 | 12426.75 | 21.0 | False | None | None | False | None | False | 260961.75 | 0 | | 3141894 | 108153 | None | SR 2023-2024 V-3 Page No121 Item No13.2 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) MORTH Specification No. 2702
| Cum | 14669.55 | 14669.55 | 17.93 | False | None | None | False | None | False | 263025.0315 | 0 | | 3141895 | 108153 | None | SR 2023-2024 Vol No.3, Page No:117, Item No:12.3 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular materialc Reference to MORTH Specification No. 710.1.4 of IRC:78 & 2200
| Cum | 1226.4 | 1226.4 | 340.51 | False | None | None | False | None | False | 417601.464 | 0 | | 3141896 | 108153 | None | SR 2023-2024 V-3 Page No117 Item No12.4 | 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. Reference to MORTH Spection 710.1.4 of IRC:78 and 2200
| Cum | 2810.85 | 2810.85 | 296.49 | False | None | None | False | None | False | 833388.9165 | 0 | | 3141897 | 108153 | None | SR 2023-2024 V-3 Page No117 Item No12.2 | 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 MORTH Specification No. 2706 and 2200
| Mtr | 250.95 | 250.95 | 76.5 | False | None | None | False | None | False | 19197.675 | 0 | | 3141898 | 108153 | None | SR 2023-2024 V-3 Page No121 Item No13.5 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. MORTH Specification No.2703,1500,1600and 1700.
| Mtr | 2377.2 | 2377.2 | 47.8 | False | None | None | False | None | False | 113630.16 | 0 | | 3141899 | 108153 | None | SR 2023-2024 V-3 Page No129 Item No14.1 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. A. Boulder Laid Dry Without Wire Crates. MORTH Specification No. 2503
| Cum | 2007.6 | 2007.6 | 71.7 | False | None | None | False | None | False | 143944.92 | 0 | | 3141900 | 108153 | None | SR 2023-2024 V-3 Page No129 Item No14.3 | Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/m3 as per IRC: 21-2000. MORTH Specification No.2503.
| Cum | 6686.4 | 6686.4 | 35.85 | False | None | None | False | None | False | 239707.44 | 0 | | 3141901 | 108153 | None | SR 2023-2024 V-3 Page No123 Item No13.15 (iii) | Filler Joint (iii) Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. MORTH Specification No. 2605
| m | 242.55 | 242.55 | 20.0 | False | None | None | False | None | False | 4851.0 | 0 | | 3141902 | 108153 | None | SR 2023-2024 V-3 Page No121 Item No13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specificationMORTH Specification No. 2705
| m | 3434.55 | 3434.55 | 18.0 | False | None | None | False | None | False | 61821.9 | 0 |
| | 1716364377000 | 0 | None | None | Bridges/Culverts | Estimate for Diversion Works | 888974.27 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3141903 | 108154 | None | SR 2023-2024 , Vol No.3, Page No:9, Item No:2.5A | 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. MORTH Specification No:201 (i). By Mechanical Means A. In area of light jungle. | ha | 412.7 | 412.7 | 0.12 | False | None | None | False | None | False | 49.524 | 0 | | 3141904 | 108154 | None | SR 2023-2024 , Vol No.1, Page No:7, Item No: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. If the height of embankment construction is more than 1.50 m add 5% per cum for every 1.50 m height or part there off. Deduct 5% per cum if rollers are not used and tamping is done manually. Add 8% per cum for works under foul & sullage situation | Cum | 497.7 | 497.7 | 775.0 | False | None | None | False | None | False | 385717.5 | 0 | | 3141905 | 108154 | None | SR 2023-2024 , Vol No.3, Page No:17, Item No: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 MORTH Specification No. 305
| Cum | 517.65 | 517.65 | 165.0 | False | None | None | False | None | False | 85412.25 | 0 | | 3141906 | 108154 | None | SR 2023-2024 , V-3, Page No:135, Item No:16.15B | 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.
1000mm. dia | Rmtr | 8355.9 | 8355.9 | 50.0 | False | None | None | False | None | False | 417795.0 | 0 |
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