| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1708517664000 | 1 | None | None | Roads | Road Improvements (CC Road) | 9832639.11 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2742474 | 87076 | None | Vol-1, P. 8 I No. 1.12 | 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. In all kinds of soils upto 300 mm depth ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 95.0 | 95.0 | 1383.75 | False | None | None | False | None | False | 131456.25 | 0 | | 2742475 | 87076 | None | Vol-3, P. 17 I No. 3.7 | Compacting Original Ground Compacting original ground supporting embankment 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 105.0 | 105.0 | 691.88 | False | None | None | False | None | False | 72647.4 | 0 | | 2742476 | 87076 | None | Vol-3, P. 23 I No. 4.1 A (v) | 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 2487.0 | 2487.0 | 636.53 | False | None | None | False | None | False | 1583050.11 | 0 | | 2742477 | 87076 | None | Vol-3, P. 49 I No. 6.1 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 4920.0 | 4920.0 | 350.55 | False | None | None | False | None | False | 1724706.0 | 0 | | 2742478 | 87076 | None | Vol-3, P. 49 I No. 6.2.1) | Pavement Quality Concrete using paver - M40 Grade
Construction of M40 grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Cement at 420 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing OPC @ 420 kg/m3 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 9061.0 | 9061.0 | 676.5 | False | None | None | False | None | False | 6129766.5 | 0 | | 2742479 | 87076 | None | Vol-3, P. 17 I No. 3.6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 493.0 | 493.0 | 387.45 | False | None | None | False | None | False | 191012.85 | 0 |
| | 1708517664000 | 1 | None | None | Roads | Construction of CC Drain | 1484941.32 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2742480 | 87077 | None | Vol-1, P. 8 I No. 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a rradius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 102.0 | 102.0 | 396.0 | False | None | None | False | None | False | 40392.0 | 0 | | 2742481 | 87077 | None | Vol-1, P. 15 I No. 2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 5989.0 | 5989.0 | 44.0 | False | None | None | False | None | False | 263516.0 | 0 | | 2742482 | 87077 | None | Vol-1, P. 17 I No. 2.4.2 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 6323.0 | 6323.0 | 83.52 | False | None | None | False | None | False | 528096.96 | 0 | | 2742483 | 87077 | None | Vol-1, P.No. 111, Sl.No. 4 | Appendix I - Additionalities for Formwork, Centering 35 Percent ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 2213.05 | 2213.05 | 83.52 | False | None | None | False | None | False | 184833.936 | 0 | | 2742484 | 87077 | None | Vol-1, P. 18 I No. 2.11h | Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Tonne | 79011.0 | 79011.0 | 4.22 | False | None | None | False | None | False | 333426.42 | 0 | | 2742485 | 87077 | None | Vol-1, P. 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 266.0 | 266.0 | 96.0 | False | None | None | False | None | False | 25536.0 | 0 | | 2742486 | 87077 | None | Vol-5 Pg No 95 Sl. No. 9.1.3 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 90mm dia ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Mtr | 321.0 | 321.0 | 340.0 | False | None | None | False | None | False | 109140.0 | 0 |
| | 1708517664000 | 1 | None | None | Roads | Reconstruction of Pipe Culvert | 425742.24 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2742487 | 87078 | None | VOL.1, I.NO. 1.14.1 P.G 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (In all kinds of soils) ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 102.0 | 102.0 | 86.38 | False | None | None | False | None | False | 8810.76 | 0 | | 2742488 | 87078 | None | P no 15 Vol 1, Ino 2.1.4 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of 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) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 6217.0 | 6217.0 | 5.53 | False | None | None | False | None | False | 34380.01 | 0 | | 2742489 | 87078 | None | P no 16 Vol 1, Ino 2.4.2 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 6323.0 | 6323.0 | 20.94 | False | None | None | False | None | False | 132403.62 | 0 | | 2742490 | 87078 | None | Vol 1, Page 112 | 8 percent Additional charge for Form work for M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 505.84 | 505.84 | 20.94 | False | None | None | False | None | False | 10592.2896 | 0 | | 2742491 | 87078 | None | P no 18 Vol 1, Ino 2.11 c | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Tonne | 86433.0 | 86433.0 | 0.52 | False | None | None | False | None | False | 44945.16 | 0 | | 2742492 | 87078 | None | P no 87 Vol 3, Ino 9.1 i | Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .1000 mm dia. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | m | 9479.0 | 9479.0 | 20.0 | False | None | None | False | None | False | 189580.0 | 0 | | 2742493 | 87078 | None | P no 7 Vol 1, Ino 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | m | 160.0 | 160.0 | 31.44 | False | None | None | False | None | False | 5030.4 | 0 |
| | 1708517664000 | 1 | None | None | Roads | Road Furniture | 246049.36 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2742494 | 87079 | None | Vol-3, P. 65 I No. 8.8 | Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Sqm | 9702.0 | 9702.0 | 1.68 | False | None | None | False | None | False | 16299.36 | 0 | | 2742495 | 87079 | None | Vol-3, P. 64 I No. 8.6 iv | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 3604.0 | 3604.0 | 20.0 | False | None | None | False | None | False | 72080.0 | 0 | | 2742496 | 87079 | None | Vol-3, P. 67 I No. 8.15 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Sqm | 530.0 | 530.0 | 174.0 | False | None | None | False | None | False | 92220.0 | 0 | | 2742497 | 87079 | None | Vol-3, P. 74 I No. 8.43 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the ase shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 365.0 | 365.0 | 130.0 | False | None | None | False | None | False | 47450.0 | 0 | | 2742498 | 87079 | None | Vol-3, P. 78 I No. 8.54 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 9000.0 | 9000.0 | 2.0 | False | None | None | False | None | False | 18000.0 | 0 |
| | 1708579782000 | 0 | None | None | Roads | Repairs and Maintenance of Road and Culvert at SH-33 to Oorukere-Tovinakere via Chikka Gundagallu, Hiregundagallu, Ramgondanahalli, Hirethotlukere, Melehalli road chainage from 0.00 to 4.60 km and chainage from 7.00 to 10.70 km in the limits of villages. Repair and maintenance of roads and culverts in village limits from 0.00 to 10.00 km of road connecting KK road to Amritagiri-Bittanakurike via AJ road in Tumkur Taluk (Selected reaches) 2023-24 | 11989372.03 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2748232 | 87440 | None | VOL.1, I.NO. 1.14.1 P.G 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (In all kinds of soils) ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 102.0 | 102.0 | 86.38 | False | None | None | False | None | False | 8810.76 | 0 | | 2748239 | 87440 | None | Vol-3, P. 65 I No. 8.8 | Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Sqm | 9702.0 | 9702.0 | 1.68 | False | None | None | False | None | False | 16299.36 | 0 | | 2748225 | 87440 | None | Vol-1, P. 8 I No. 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a rradius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 102.0 | 102.0 | 396.0 | False | None | None | False | None | False | 40392.0 | 0 | | 2748219 | 87440 | None | Vol-1, P. 8 I No. 1.12 | 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. In all kinds of soils upto 300 mm depth ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 95.0 | 95.0 | 1383.75 | False | None | None | False | None | False | 131456.25 | 0 | | 2748233 | 87440 | None | P no 15 Vol 1, Ino 2.1.4 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of 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) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 6217.0 | 6217.0 | 5.53 | False | None | None | False | None | False | 34380.01 | 0 | | 2748240 | 87440 | None | Vol-3, P. 64 I No. 8.6 iv | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 3604.0 | 3604.0 | 20.0 | False | None | None | False | None | False | 72080.0 | 0 | | 2748226 | 87440 | None | Vol-1, P. 15 I No. 2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 5989.0 | 5989.0 | 44.0 | False | None | None | False | None | False | 263516.0 | 0 | | 2748220 | 87440 | None | Vol-3, P. 17 I No. 3.7 | Compacting Original Ground Compacting original ground supporting embankment 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 105.0 | 105.0 | 691.88 | False | None | None | False | None | False | 72647.4 | 0 | | 2748234 | 87440 | None | P no 16 Vol 1, Ino 2.4.2 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 6323.0 | 6323.0 | 20.94 | False | None | None | False | None | False | 132403.62 | 0 | | 2748241 | 87440 | None | Vol-3, P. 67 I No. 8.15 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Sqm | 530.0 | 530.0 | 174.0 | False | None | None | False | None | False | 92220.0 | 0 | | 2748221 | 87440 | None | Vol-3, P. 23 I No. 4.1 A (v) | 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 2487.0 | 2487.0 | 636.53 | False | None | None | False | None | False | 1583050.11 | 0 | | 2748227 | 87440 | None | Vol-1, P. 17 I No. 2.4.2 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 6323.0 | 6323.0 | 83.52 | False | None | None | False | None | False | 528096.96 | 0 | | 2748228 | 87440 | None | Vol-1, P.No. 111, Sl.No. 4 | Appendix I - Additionalities for Formwork, Centering 35 Percent ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 2213.05 | 2213.05 | 83.52 | False | None | None | False | None | False | 184833.936 | 0 | | 2748222 | 87440 | None | Vol-3, P. 49 I No. 6.1 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 4920.0 | 4920.0 | 350.55 | False | None | None | False | None | False | 1724706.0 | 0 | | 2748235 | 87440 | None | Vol 1, Page 112 | 8 percent Additional charge for Form work for M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 505.84 | 505.84 | 20.94 | False | None | None | False | None | False | 10592.2896 | 0 | | 2748242 | 87440 | None | Vol-3, P. 74 I No. 8.43 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the ase shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 365.0 | 365.0 | 130.0 | False | None | None | False | None | False | 47450.0 | 0 | | 2748229 | 87440 | None | Vol-1, P. 18 I No. 2.11h | Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Tonne | 79011.0 | 79011.0 | 4.22 | False | None | None | False | None | False | 333426.42 | 0 | | 2748223 | 87440 | None | Vol-3, P. 49 I No. 6.2.1) | Pavement Quality Concrete using paver - M40 Grade
Construction of M40 grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Cement at 420 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing OPC @ 420 kg/m3 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 9061.0 | 9061.0 | 676.5 | False | None | None | False | None | False | 6129766.5 | 0 | | 2748243 | 87440 | None | Vol-3, P. 78 I No. 8.54 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 9000.0 | 9000.0 | 2.0 | False | None | None | False | None | False | 18000.0 | 0 | | 2748236 | 87440 | None | P no 18 Vol 1, Ino 2.11 c | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Tonne | 86433.0 | 86433.0 | 0.52 | False | None | None | False | None | False | 44945.16 | 0 | | 2748230 | 87440 | None | Vol-1, P. 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 266.0 | 266.0 | 96.0 | False | None | None | False | None | False | 25536.0 | 0 | | 2748224 | 87440 | None | Vol-3, P. 17 I No. 3.6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 493.0 | 493.0 | 387.45 | False | None | None | False | None | False | 191012.85 | 0 | | 2748237 | 87440 | None | P no 87 Vol 3, Ino 9.1 i | Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .1000 mm dia. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | m | 9479.0 | 9479.0 | 20.0 | False | None | None | False | None | False | 189580.0 | 0 | | 2748238 | 87440 | None | P no 7 Vol 1, Ino 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | m | 160.0 | 160.0 | 31.44 | False | None | None | False | None | False | 5030.4 | 0 | | 2748231 | 87440 | None | Vol-5 Pg No 95 Sl. No. 9.1.3 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 90mm dia ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Mtr | 321.0 | 321.0 | 340.0 | False | None | None | False | None | False | 109140.0 | 0 |
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