| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1709539113000 | 0 | None | None | Roads | CONSTRUCTION OF CC ROAD IN 9TH AND 10TH CROSS DEVRAJ ARAS BADAVANE A BLOCK COMES IN WARD NO 15 | 3466200.5 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2902026 | 95290 | None | 001 | 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 (SR-2023-24) V-3 sl no 3.5(P No 15 REF ANF MORTH specification 305.4.3) | Sqm | 6.3 | 6.3 | 1940.0 | False | None | None | False | None | False | 12222.0 | 0 | | 2902027 | 95290 | None | 002 | 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. (common sr-2023-24) V-3 sl no 3.7(P No 15 REF ANF MORTH specification 305.3.4) | Cum | 110.25 | 110.25 | 341.93 | False | None | None | False | None | False | 37697.7825 | 0 | | 2902028 | 95290 | None | 003 | 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.(Vol-03 SR-23-2024 I.No. 4.17 P.No. 26) | Cum | 2686.95 | 2686.95 | 341.93 | False | None | None | False | None | False | 918748.8135 | 0 | | 2902029 | 95290 | None | 004 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. (Vol-03 SR-23-2024 I.No. 16.28 P.No. 149) | Cum | 7091.7 | 7091.7 | 327.38 | False | None | None | False | None | False | 2321680.746 | 0 | | 2902030 | 95290 | None | 005 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(Vol-01 SR-23-2024 I.N. 1.8 P.No.7) | Cum | 497.7 | 497.7 | 82.45 | False | None | None | False | None | False | 41035.365 | 0 | | 2902031 | 95290 | None | 006 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. upto 0.30 m depth (Vol-5 WS & UGD SR I.No. 16.28.1 P.No. 198) | Each | 8577.45 | 8577.45 | 15.0 | False | None | None | False | None | False | 128661.75 | 0 | | 2902032 | 95290 | None | 007 | Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. Vol-3 P NO 151 SL NO 4 | No | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 |
| | 1709539113000 | 0 | None | None | Roads | CONSTRUCTION OF CC ROAD IN 1ST MAIN 2ND CROSS AND BITUMEN ROAD IN 2ND MAIN 2ND CROSS SHANKAR VIHAR BADAVANE B BLOCK COMES IN WARD NO 15 | 3036593.84 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2902033 | 95291 | None | 001 | 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 (SR-2023-24) V-3 sl no 3.5(P No 15 REF ANF MORTH specification 305.4.3) | Sqm | 6.3 | 6.3 | 996.0 | False | None | None | False | None | False | 6274.8 | 0 | | 2902034 | 95291 | None | 002 | 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. (common sr-2023-24) V-3 sl no 3.7(P No 15 REF ANF MORTH specification 305.3.4) | Cum | 110.25 | 110.25 | 357.08 | False | None | None | False | None | False | 39368.07 | 0 | | 2902035 | 95291 | None | 003 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(Vol-01 SR-23-2024 I.N. 1.8 P.No.7) | Cum | 497.7 | 497.7 | 105.8 | False | None | None | False | None | False | 52656.66 | 0 | | 2902036 | 95291 | None | 004 | 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.(Vol-03 SR-23-2024 I.No. 4.17 P.No. 26) | Cum | 2686.95 | 2686.95 | 333.27 | False | None | None | False | None | False | 895479.8265 | 0 | | 2902037 | 95291 | None | 005 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. (Vol-03 SR-23-2024 I.No. 16.28 P.No. 149) | Cum | 7091.7 | 7091.7 | 149.4 | False | None | None | False | None | False | 1059499.98 | 0 | | 2902038 | 95291 | None | 006 | 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/m2 using mechanical means.(Vol-03 SR-23-2024 sl.No. 5.1A(i) P.No. 31) | Sqm | 43.05 | 43.05 | 1176.0 | False | None | None | False | None | False | 50626.8 | 0 | | 2902039 | 95291 | None | 007 | Bituminous Macadam Grading - I for traffic Less than 20 MSA:-Providing and laying Bituminous Macadam with 100 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 3.3% 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 Vol-03 SR-23-2024 sl.No 5.6(i)B P.No31 | Cum | 7746.9 | 7746.9 | 56.0 | False | None | None | False | None | False | 433826.4 | 0 | | 2902040 | 95291 | None | 008 | Tack coat on Bituminous surface:-Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom.(Vol-03 SR-23-2024 sl.No. 5.3(i) P.No. 31) | Sqm | 12.6 | 12.6 | 1120.0 | False | None | None | False | None | False | 14112.0 | 0 | | 2902041 | 95291 | None | 009 | 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.(Vol-03 SR-23-2024 sl.No. 5.31 P.No. 43) | Cum | 10659.6 | 10659.6 | 28.0 | False | None | None | False | None | False | 298468.8 | 0 | | 2902042 | 95291 | None | 010 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. upto 0.30 m depth (Vol-5 WS & UGD SR I.No. 16.28.1 P.No. 198) | Each | 8577.45 | 8577.45 | 21.0 | False | None | None | False | None | False | 180126.45 | 0 | | 2902043 | 95291 | None | 011 | Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. Vol-3 P NO 151 SL NO 4 | No | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 |
| | 1709539113000 | 0 | None | None | Roads | CONSTRUCTION OF CC ROAD AND UGD IN 5TH MAIN 2ND CROSS VINOBHANAGAR AND CONSTRUCTION OF CC ROAD IN 1ST MAIN 3RD CROSS SHANKARVIHAR BADAVANE B BLOCK COMES IN WARD NO 15 | 3666231.15 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2902044 | 95292 | None | 001 | 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 (SR 2023-24) V-3 sl no 3.5(P No 15 REF ANF MORTH specification 305.4.3) | Sqm | 6.3 | 6.3 | 812.0 | False | None | None | False | None | False | 5115.6 | 0 | | 2902045 | 95292 | None | 002 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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. (SR 2023-24) V-1 I no 1.12 P No 8 | Cum | 99.75 | 99.75 | 245.7 | False | None | None | False | None | False | 24508.575 | 0 | | 2902046 | 95292 | None | 003 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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 (KPWD SR 2023-24 1.17.1 pg no 10 vol-1 )
| Cum | 275.1 | 275.1 | 257.94 | False | None | None | False | None | False | 70959.294 | 0 | | 2902047 | 95292 | None | 004 | Supplying UNPLASTICISED PVC pipes of SN 8,250mm dia. conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for: (P.No.114 I.No10.3.9) SR 2023-24
| m | 1436.4 | 1436.4 | 203.0 | False | None | None | False | None | False | 291589.2 | 0 | | 2902048 | 95292 | None | 005 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Heavy Duty SFRC Cover & Frame: For 1.2m dia (Vol-5 (P.No.204I.No16.46.1) SR 2023-24 1.0 M DEPTH | No | 26248.95 | 26248.95 | 3.0 | False | None | None | False | None | False | 78746.85 | 0 | | 2902049 | 95292 | None | 006 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Heavy Duty SFRC Cover & Frame: For 1.2m dia (Vol-5 (P.No.204I.No16.46.1) SR 2023-24 1.1 M DEPTH | No | 28570.19 | 28570.19 | 2.0 | False | None | None | False | None | False | 57140.38 | 0 | | 2902050 | 95292 | None | 007 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Heavy Duty SFRC Cover & Frame: For 1.2m dia (Vol-5 (P.No.204I.No16.46.1) SR 2023-24 1.2 M DEPTH | No | 30891.42 | 30891.42 | 2.0 | False | None | None | False | None | False | 61782.84 | 0 | | 2902051 | 95292 | None | 008 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Heavy Duty SFRC Cover & Frame: For 1.2m dia (Vol-5 (P.No.204I.No16.46.1) SR 2023-24 1.3 M DEPTH | No | 33212.66 | 33212.66 | 3.0 | False | None | None | False | None | False | 99637.98 | 0 | | 2902052 | 95292 | None | 009 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Heavy Duty SFRC Cover & Frame: For 1.2m dia (Vol-5 (P.No.204I.No16.46.1) SR 2023-24 1.9 M DEPTH | No | 35533.89 | 35533.89 | 2.0 | False | None | None | False | None | False | 71067.78 | 0 | | 2902053 | 95292 | None | 010 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Heavy Duty SFRC Cover & Frame: For 1.2m dia (Vol-5 (P.No.204I.No16.46.1) SR 2023-24 1.5 M DEPTH | No | 37855.13 | 37855.13 | 1.0 | False | None | None | False | None | False | 37855.13 | 0 | | 2902054 | 95292 | None | 011 | 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 (Vol-01 SR-2023-24 P No 7 I NO 1.10) | Cum | 168.0 | 168.0 | 219.38 | False | None | None | False | None | False | 36855.84 | 0 | | 2902055 | 95292 | None | 012 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (P No P NO 16 No-3.1) VOLUME III | Cum | 89.25 | 89.25 | 284.26 | False | None | None | False | None | False | 25370.205 | 0 | | 2902056 | 95292 | None | 013 | 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. (common sr-2023-24) V-3 sl no 3.7(P No 15 REF ANF MORTH specification 305.3.4) | Cum | 110.25 | 110.25 | 137.03 | False | None | None | False | None | False | 15107.5575 | 0 | | 2902057 | 95292 | None | 014 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(Vol-01 SR-23-2024 I.N. 1.8 P.No.7) | Cum | 497.7 | 497.7 | 242.25 | False | None | None | False | None | False | 120567.825 | 0 | | 2902058 | 95292 | None | 015 | Plant Mix Method:-Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material (Vol-03 SR-23-2024 I.No. 4.1 A (v)P.No. 26) | Cum | 2611.35 | 2611.35 | 122.85 | False | None | None | False | None | False | 320804.3475 | 0 | | 2902059 | 95292 | None | 016 | 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.(Vol-03 SR-23-2024 I.No. 4.17 P.No. 26) | Cum | 2686.95 | 2686.95 | 209.79 | False | None | None | False | None | False | 563695.2405 | 0 | | 2902060 | 95292 | None | 017 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. (Vol-03 SR-23-2024 I.No. 16.28 P.No. 149) | Cum | 7091.7 | 7091.7 | 238.8 | False | None | None | False | None | False | 1693497.96 | 0 | | 2902061 | 95292 | None | 018 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. upto 0.30 m depth (Vol-5 WS & UGD SR I.No. 16.28.1 P.No. 198) | Each | 8577.45 | 8577.45 | 10.0 | False | None | None | False | None | False | 85774.5 | 0 | | 2902062 | 95292 | None | 019 | Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. Vol-3 P NO 151 SL NO 4 | No | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 |
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