| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1709707856000 | 0 | None | None | Other Works | Construction of CC Road from Nittuvalli main road to 60 feet connectivity road lenin nagar 9th main and mosque road in ward no.36 Construction of CC Road from Nittuvalli main road to 60 feet connectivity road lenin nagar 7th main road in ward no.36 | 5611830.53 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2933982 | 96856 | None | P.No.8 item no 2.7 Volume III | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including TP and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead In cement mortar | Cum | 824.25 | 824.25 | 91.44 | False | None | None | False | None | False | 75369.42 | 0 | | 2933983 | 96856 | None | P.No.17 item no.19.2.1 Volume II | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per directionof Engineer-in-charge. | Cum | 1746.15 | 1746.15 | 5.59 | False | None | None | False | None | False | 9760.9785 | 0 | | 2933984 | 96856 | None | P.No.08. item no 1.14 Volume 01 | 1.14 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 work1.14.1 In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 51.7 | False | None | None | False | None | False | 5537.07 | 0 | | 2933985 | 96856 | None | P.No.15. item no 2.1.2 Volume I | Providing and laying in position plain cement concrete for levelling course for all works in foundation. Mix 1:4:8 (M5) Using 40 mm nominal size graded crushed coarse aggregates 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) 2.1.2 Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse
aggregates m | Cum | 5947.2 | 5947.2 | 17.24 | False | None | None | False | None | False | 102529.728 | 0 | | 2933986 | 96856 | None | P.No.15 I.No. 2.2.1 Vol I | Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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) | Cum | 6639.15 | 6639.15 | 71.81 | False | None | None | False | None | False | 476757.3615 | 0 | | 2933987 | 96856 | None | P NO 71 I NO.2.11 | 2.11 Steel FabricationSupplying, 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 h. All other type of structures t 79011.00 Volume -1 | Tonne | 82961.55 | 82961.55 | 2.83 | False | None | None | False | None | False | 234781.1865 | 0 | | 2933988 | 96856 | None | Appendix 1 | Additionalities for Formwork, centering & Scaffolding | Sqm | 1327.83 | 1327.83 | 71.81 | False | None | None | False | None | False | 95351.4723 | 0 | | 2933989 | 96856 | None | P.No.08. item no 1.14 Volume 01 | 1.14 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 work1.14.1 In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 856.58 | False | None | None | False | None | False | 91739.718 | 0 | | 2933990 | 96856 | None | P No.7, I No.1.8 Volume I | Construction of Embankment with Material Gravel/ Murrum. KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications.(which includes cost of gravel / murrum, watering charges & compaction by vibratory roller) MORTH Specification No. 305 | Cum | 422.1 | 422.1 | 398.93 | False | None | None | False | None | False | 168388.353 | 0 | | 2933991 | 96856 | None | P No.15, I No.3.7 Volume I | 3.7 305.3.4 Compacting Original GroundCompacting original ground supporting embankmentLoosening, leveling and Compacting original ground supportingembankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixedwith water at OMC andthen compacted by rolling so as to achieve minimum dry densityas given in Table 300-2 for embankment construction. m3 87.00 | Cum | 110.25 | 110.25 | 419.93 | False | None | None | False | None | False | 46297.2825 | 0 | | 2933992 | 96856 | None | P NO.23 I NO 4.1 Volume III | 4.1 401 Granular Sub-BaseA Plant Mix MethodConstruction 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 (v) For Grading -V Material m3 2,487.00 | Cum | 2611.35 | 2611.35 | 160.16 | False | None | None | False | None | False | 418233.816 | 0 | | 2933993 | 96856 | None | P NO 24 I NO 4.27 Volume III | 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 uiform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2686.95 | 2686.95 | 381.53 | False | None | None | False | None | False | 1025152.0335 | 0 | | 2933994 | 96856 | None | P No.148, I No.16.27Volume III | Providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over aprepared 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, 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. as per the directions of the Engineer-in-charge of the work | Cum | 6692.7 | 6692.7 | 234.53 | False | None | None | False | None | False | 1569638.931 | 0 | | 2933995 | 96856 | None | i no 6.8.2 p No 51 Volume III | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid inrequired pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) | Sqm | 1219.05 | 1219.05 | 982.0 | False | None | None | False | None | False | 1197107.1 | 0 | | 2933996 | 96856 | None | P.No.151. item no 21C-4 VOLUME III | 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 m 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 | No | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 | | 2933997 | 96856 | None | 22-23 SR VOL-5 IR-4 Pg No.134 I.No.1.5 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes PVC pipes 63mm dia., 6 kg/sqcm & class 3 | m | 50.4 | 50.4 | 50.0 | False | None | None | False | None | False | 2520.0 | 0 | | 2933998 | 96856 | None | P.No.134, 1 M010 | 1 M010 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latestamendments and conveying to worksite, rolling and lowering intotrenches, laying true to line and level and perfect linking at joints, testingand commissioning, including loading unloading at both destinations andcuts of pipes wherever necessary including jointing of PVC pipes andspecials (excluding cost of specials) with jointing of approved type, withall labour with all lead & lift including encasing the pipe alround to a depthof not less than 15 cms. with soft gravel or selected earth available fromthe excavation etc. complete and giving necessary hydraulic test to therequired pressure as per ISS (Contractor will make his own arrangementsfor procuring water for testing) etc. for:1.1 M010A PVC pipes 25mm dia, 10kg/sqcm & class 5 m 47 | m | 169.05 | 169.05 | 30.0 | False | None | None | False | None | False | 5071.5 | 0 | | 2933999 | 96856 | None | P No P NO A60 No-1.11 VOLUME I | 1.10 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 | Cum | 100.8 | 100.8 | 28.73 | False | None | None | False | None | False | 2895.984 | 0 | | 2934000 | 96856 | None | P No P NO 15 No-3.1 VOLUME III | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 827.85 | False | None | None | False | None | False | 73885.6125 | 0 | | 2934001 | 96856 | None | SR Item No2.02 page No.02 | Relesing and Refixing :Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth bescom 2SR 2021-22 for 11 kV SYSTEM | m | 1803.67 | 1803.67 | 2.0 | False | None | None | False | None | False | 3607.34 | 0 | | 2934002 | 96856 | None | SR Item No1.1.1 page No.01 | Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing. bescom SR 2021-22 for 11 kV SYSTEM | m | 525.8 | 525.8 | 2.0 | False | None | None | False | None | False | 1051.6 | 0 |
| | 1709707856000 | 0 | None | None | Other Works | Construction of CC Road from Nittuvalli main road to 60 feet connectivity road lenin nagar 9th main and mosque road in ward no.36 Construction of CC Road from Nittuvalli main road to 60 feet connectivity road lenin nagar 7th main road in ward no.36 | 2419951.08 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2934003 | 96857 | None | P.No.17 item no.19.2.1 Volume II | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per directionof Engineer-in-charge. | Cum | 1746.15 | 1746.15 | 69.02 | False | None | None | False | None | False | 120519.273 | 0 | | 2934004 | 96857 | None | KPWD SR 2022-231.17.1 pg no 10 vol-1 | 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 | Cum | 203.7 | 203.7 | 253.89 | False | None | None | False | None | False | 51717.393 | 0 | | 2934005 | 96857 | None | P.No.135 I.No.2.7 M020G | Supplying UNPLASTICISED2.7 M020G Pipes of SN4, 315mm dia. m 1987 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: | m | 2086.35 | 2086.35 | 263.0 | False | None | None | False | None | False | 548710.05 | 0 | | 2934006 | 96857 | None | v-5 SR-21-22P No.199 C-18 I NO 46.1 T570A | 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 Laterite Bricks & Medium duty Cover & frame : For 1.2m dia With Table Moulded Bricks & Heavy Duty SFRC Cover & Frame: For 1.2m dia | No | 23665.95 | 23665.95 | 3.0 | False | None | None | False | None | False | 70997.85 | 0 | | 2934007 | 96857 | None | 1.1 v-5 | 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 Laterite Bricks & Medium duty Cover & frame : For 1.2m dia With Table Moulded Bricks & Heavy Duty SFRC Cover & Frame: For 1.2m dia | No | 25821.29 | 25821.29 | 4.0 | False | None | None | False | None | False | 103285.16 | 0 | | 2934008 | 96857 | None | 1.2 v-5 | 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 Laterite Bricks & Medium duty Cover & frame : For 1.2m dia With Table Moulded Bricks & Heavy Duty SFRC Cover & Frame: For 1.2m dia | No | 27976.62 | 27976.62 | 4.0 | False | None | None | False | None | False | 111906.48 | 0 | | 2934009 | 96857 | None | 1.3 v-5 | 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 Laterite Bricks & Medium duty Cover & frame : For 1.2m dia With Table Moulded Bricks & Heavy Duty SFRC Cover & Frame: For 1.2m dia | No | 30131.96 | 30131.96 | 4.0 | False | None | None | False | None | False | 120527.84 | 0 | | 2934010 | 96857 | None | 1.4 v-5 | 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 Laterite Bricks & Medium duty Cover & frame : For 1.2m dia With Table Moulded Bricks & Heavy Duty SFRC Cover & Frame: For 1.2m dia | No | 32287.29 | 32287.29 | 3.0 | False | None | None | False | None | False | 96861.87 | 0 | | 2934011 | 96857 | None | 1.5 v-5 | 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 Laterite Bricks & Medium duty Cover & frame : For 1.2m dia With Table Moulded Bricks & Heavy Duty SFRC Cover & Frame: For 1.2m dia | No | 34442.63 | 34442.63 | 3.0 | False | None | None | False | None | False | 103327.89 | 0 | | 2934012 | 96857 | None | 1.6 v-5 | 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 Laterite Bricks & Medium duty Cover & frame : For 1.2m dia With Table Moulded Bricks & Heavy Duty SFRC Cover & Frame: For 1.2m dia | No | 36597.96 | 36597.96 | 3.0 | False | None | None | False | None | False | 109793.88 | 0 | | 2934013 | 96857 | None | v-01 SR-2022 P No 7 I NO 1.10 | 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 | Cum | 128.1 | 128.1 | 178.83 | False | None | None | False | None | False | 22908.123 | 0 | | 2934014 | 96857 | None | P.No.08. item no 1.14 Volume 01 | 1.14 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 work1.14.1 In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 47.93 | False | None | None | False | None | False | 5133.303 | 0 | | 2934015 | 96857 | None | P No.7, I No.1.8 Volume I | Construction of Embankment with Material Gravel/ Murrum. KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications.(which includes cost of gravel / murrum, watering charges & compaction by vibratory roller) MORTH Specification No. 305 | Cum | 422.1 | 422.1 | 55.43 | False | None | None | False | None | False | 23397.003 | 0 | | 2934016 | 96857 | None | P No.15, I No.3.7 Volume I | 3.7 305.3.4 Compacting Original GroundCompacting original ground supporting embankmentLoosening, leveling and Compacting original ground supportingembankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixedwith water at OMC andthen compacted by rolling so as to achieve minimum dry densityas given in Table 300-2 for embankment construction. m3 87.00 | Cum | 110.25 | 110.25 | 55.43 | False | None | None | False | None | False | 6111.1575 | 0 | | 2934017 | 96857 | None | P NO 24 I NO 4.27 Volume III | 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 uiform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2686.95 | 2686.95 | 132.8 | False | None | None | False | None | False | 356826.96 | 0 | | 2934018 | 96857 | None | P No.148, I No.16.27Volume III | Providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over aprepared 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, 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. as per the directions of the Engineer-in-charge of the work | Cum | 6692.7 | 6692.7 | 39.45 | False | None | None | False | None | False | 264027.015 | 0 | | 2934019 | 96857 | None | i no 6.8.2 p No 51 Volume III | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid inrequired pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) | Sqm | 1219.05 | 1219.05 | 106.5 | False | None | None | False | None | False | 129828.825 | 0 | | 2934020 | 96857 | None | P No P NO 15 No-3.1 VOLUME III | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 33.6 | 33.6 | 75.06 | False | None | None | False | None | False | 2522.016 | 0 | | 2934021 | 96857 | None | P.No.198 I.No.16.28 T461A VOLUME V | Repairs to Machinehole for different depths including removal of debris,levelling the brick masonry, construction of brick masonry upto Groundlevel, 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. | No | 8577.45 | 8577.45 | 20.0 | False | None | None | False | None | False | 171549.0 | 0 |
| | 1709707856000 | 0 | None | None | Other Works | Construction of CC Road from Nittuvalli main road to 60 feet connectivity road lenin nagar 9th main and mosque road in ward no.36 Construction of CC Road from Nittuvalli main road to 60 feet connectivity road lenin nagar 7th main road in ward no.36 | 6004232.41 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2934022 | 96858 | None | P.No.A-43 item no 22 Volume I | Crawler mounted Crane 80 t capacity | hr | 5537.0 | 5537.0 | 5.4 | False | None | None | False | None | False | 29899.8 | 0 | | 2934023 | 96858 | None | P.No.8 item no 2.9 B Volume I | 50 Hydraulic Excavator of 1.1 m3 bucket | hr | 1550.0 | 1550.0 | 20.0 | False | None | None | False | None | False | 31000.0 | 0 | | 2934024 | 96858 | None | P.No.17 item no.19.2.1 Volume II | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per directionof Engineer-in-charge. | Cum | 1337.7 | 1337.7 | 33.07 | False | None | None | False | None | False | 44237.739 | 0 | | 2934025 | 96858 | None | P.No.08. item no 1.4.1Volume 01 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. 1.4.1 In all kinds of soils Depth upto 1.5 | Cum | 254.1 | 254.1 | 288.09 | False | None | None | False | None | False | 73203.669 | 0 | | 2934026 | 96858 | None | P.No.15. item no 2.1.2 Volume I | Providing and laying in position plain cement concrete for levelling course for all works in foundation. Mix 1:4:8 (M5) Using 40 mm nominal size graded crushed coarse aggregates 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) 2.1.2 Mix 1:4:8
aggregates | Cum | 5947.2 | 5947.2 | 40.37 | False | None | None | False | None | False | 240088.464 | 0 | | 2934027 | 96858 | None | P.No.15 I.No. 2.2.1 Vol I | Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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) | Cum | 6639.15 | 6639.15 | 158.42 | False | None | None | False | None | False | 1051774.143 | 0 | | 2934028 | 96858 | None | P NO 71 I NO.2.11 | 2.11 Steel FabricationSupplying, 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 h. All other type of structures t 79011.00 Volume -1 | Tonne | 82961.55 | 82961.55 | 9.22 | False | None | None | False | None | False | 764905.491 | 0 | | 2934029 | 96858 | None | Appendix 1 | Additionalities for Formwork, centering & Scaffolding | Sqm | 2323.7 | 2323.7 | 104.12 | False | None | None | False | None | False | 241943.644 | 0 | | 2934030 | 96858 | None | Vol-01 SR-2023-24 P No 7 I NO 1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 279.3 | 279.3 | 45.18 | False | None | None | False | None | False | 12618.774 | 0 | | 2934031 | 96858 | None | P.No.08. item no 1.14 Volume 01 | 1.14 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 work1.14.1 In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 844.27 | False | None | None | False | None | False | 90421.317 | 0 | | 2934032 | 96858 | None | P No.7, I No.1.8 Volume I | Construction of Embankment with Material Gravel/ Murrum. KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications.(which includes cost of gravel / murrum, watering charges & compaction by vibratory roller) MORTH Specification No. 305 | Cum | 422.1 | 422.1 | 220.4 | False | None | None | False | None | False | 93030.84 | 0 | | 2934033 | 96858 | None | P No.15, I No.3.7 Volume I | 3.7 305.3.4 Compacting Original GroundCompacting original ground supporting embankmentLoosening, leveling and Compacting original ground supportingembankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixedwith water at OMC andthen compacted by rolling so as to achieve minimum dry densityas given in Table 300-2 for embankment construction. m3 87.00 | Cum | 110.25 | 110.25 | 294.43 | False | None | None | False | None | False | 32460.9075 | 0 | | 2934034 | 96858 | None | P NO.23 I NO 4.1 Volume III | 4.1 401 Granular Sub-BaseA Plant Mix MethodConstruction 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 (v) For Grading -V Material m3 2,487.00 | Cum | 2611.35 | 2611.35 | 149.46 | False | None | None | False | None | False | 390292.371 | 0 | | 2934035 | 96858 | None | P NO 24 I NO 4.27 Volume III | 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 uiform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2686.95 | 2686.95 | 277.83 | False | None | None | False | None | False | 746515.3185 | 0 | | 2934036 | 96858 | None | P No.148, I No.16.27Volume III | Providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over aprepared 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, 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. as per the directions of the Engineer-in-charge of the work | Cum | 6692.7 | 6692.7 | 209.86 | False | None | None | False | None | False | 1404530.022 | 0 | | 2934037 | 96858 | None | i no 6.8.2 p No 51 Volume III | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid inrequired pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) | Sqm | 1219.05 | 1219.05 | 438.25 | False | None | None | False | None | False | 534248.6625 | 0 | | 2934038 | 96858 | None | P.No.198 I.No.16.28 T461A VOLUME V | Repairs to Machinehole for different depths including removal of debris,levelling the brick masonry, construction of brick masonry upto Groundlevel, 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. | No | 8577.45 | 8577.45 | 10.0 | False | None | None | False | None | False | 85774.5 | 0 | | 2934039 | 96858 | None | P.No.151. item no 21C-4 VOLUME III | 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 m 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 | No | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 | | 2934040 | 96858 | None | Vol-1 SR-23-24 P No.32 I NO 1.6.1 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding m20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m | Cum | 508.2 | 508.2 | 9.6 | False | None | None | False | None | False | 4878.72 | 0 | | 2934041 | 96858 | None | 22-23 SR VOL-5 IR-4 Pg No.134 I.No.1.5 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes PVC pipes 63mm dia., 6 kg/sqcm & class 3 | m | 50.4 | 50.4 | 50.0 | False | None | None | False | None | False | 2520.0 | 0 | | 2934042 | 96858 | None | P.No.134, 1 M010 | 1 M010 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latestamendments and conveying to worksite, rolling and lowering intotrenches, laying true to line and level and perfect linking at joints, testingand commissioning, including loading unloading at both destinations andcuts of pipes wherever necessary including jointing of PVC pipes andspecials (excluding cost of specials) with jointing of approved type, withall labour with all lead & lift including encasing the pipe alround to a depthof not less than 15 cms. with soft gravel or selected earth available fromthe excavation etc. complete and giving necessary hydraulic test to therequired pressure as per ISS (Contractor will make his own arrangementsfor procuring water for testing) etc. for:1.1 M010A PVC pipes 25mm dia, 10kg/sqcm & class 5 m 47 | m | 169.05 | 169.05 | 30.0 | False | None | None | False | None | False | 5071.5 | 0 | | 2934043 | 96858 | None | P No P NO A60 No-1.11 VOLUME I | 1.10 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 m | Cum | 100.8 | 100.8 | 45.38 | False | None | None | False | None | False | 4574.304 | 0 | | 2934044 | 96858 | None | P No P NO 15 No-3.1 VOLUME III | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 808.49 | False | None | None | False | None | False | 72157.7325 | 0 | | 2934045 | 96858 | None | SR Item No2.02 page No.02 | Relesing and Refixing :Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth bescom 2SR 2021-22 for 11 kV SYSTEM | m | 1803.67 | 1803.67 | 18.0 | False | None | None | False | None | False | 32466.06 | 0 | | 2934046 | 96858 | None | SR Item No1.1.1 page No.01 | Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing. bescom SR 2021-22 for 11 kV SYSTEM | m | 525.8 | 525.8 | 18.0 | False | None | None | False | None | False | 9464.4 | 0 |
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