| 1709644413000 | 0 | None | None | Other Works | Construction of CC road from nagnoor road to Shiva parvathi badavane main road of davangere city | 8005425.7 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2927220 | 96507 | 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 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 115.5 | 115.5 | 1522.27 | False | None | None | False | None | False | 175822.185 | 0 | | 2927221 | 96507 | 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 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 422.1 | 422.1 | 697.6 | False | None | None | False | None | False | 294456.96 | 0 | | 2927222 | 96507 | 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 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 110.25 | 110.25 | 734.32 | False | None | None | False | None | False | 80958.78 | 0 | | 2927223 | 96507 | 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 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 2611.35 | 2611.35 | 471.66 | False | None | None | False | None | False | 1231669.341 | 0 | | 2927224 | 96507 | 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. ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 2686.95 | 2686.95 | 468.56 | False | None | None | False | None | False | 1258997.292 | 0 | | 2927225 | 96507 | 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 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 6692.7 | 6692.7 | 650.32 | False | None | None | False | None | False | 4352396.664 | 0 | | 2927226 | 96507 | 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) ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Sqm | 1219.05 | 1219.05 | 88.0 | False | None | None | False | None | False | 107276.4 | 0 | | 2927227 | 96507 | 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. ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | No | 8577.45 | 8577.45 | 26.0 | False | None | None | False | None | False | 223013.7 | 0 | | 2927228 | 96507 | 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 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | No | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 | | 2927229 | 96507 | 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 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 508.2 | 508.2 | 16.2 | False | None | None | False | None | False | 8232.84 | 0 | | 2927230 | 96507 | None | P.No.188. item no 13.3.5 Volume 5 | 3 T050 Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED)pipes NP-3 Class conforming to IS:458-1988 withlatest amentments usingordinary portland cement, for sanitary works and conveying to work site,rolling and lowering into trenches, laying true to line and level includingloading and unloading at both destinations and jointing of pipes and specials,perfect linking of joints with jack to correct position including cost of jointingmaterials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes,with all leads and lifts as directed and giving necessary hydraulic test as perISS to the required pressure and commissioning etc. complete. (Contractorwill make his own arrangements for procuring water for testing).Before theexecution of the work, the contractor shall carry out the survey.. 3.5 T050E RCC NP3 Class pipe of 450 mm dia. m 2115 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | m | 2470.65 | 2470.65 | 45.0 | False | None | None | False | None | False | 111179.25 | 0 | | 2927231 | 96507 | 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 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | m | 50.4 | 50.4 | 15.0 | False | None | None | False | None | False | 756.0 | 0 | | 2927232 | 96507 | 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 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | m | 169.05 | 169.05 | 10.0 | False | None | None | False | None | False | 1690.5 | 0 | | 2927233 | 96507 | 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 m122.00 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 100.8 | 100.8 | 536.4 | False | None | None | False | None | False | 54069.12 | 0 | | 2927234 | 96507 | 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 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 89.25 | 89.25 | 1002.07 | False | None | None | False | None | False | 89434.7475 | 0 | | 2927235 | 96507 | 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 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | m | 1803.67 | 1803.67 | 4.0 | False | None | None | False | None | False | 7214.68 | 0 | | 2927236 | 96507 | 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 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | m | 525.8 | 525.8 | 4.0 | False | None | None | False | None | False | 2103.2 | 0 |
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