| 1724830993000 | 0 | None | None | Roads | Construction of road from Kavoor Mescom store towards Bayadi at Marakada Ward no. 14 in Mangalore City North Constituency limits in Mangalore taluk. | 8312379.03 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3871707 | 148396 | None | Vol.3 P.No. 17, I.No.3.5 of PWD SR 2023-24 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work. | Sqm | 6.72 | 6.72 | 1074.5 | False | None | None | False | None | False | 7220.64 | 0 | | 3871708 | 148396 | None | Vol 1 P.No. 8, I.No.1.15.1 of PWD SR 2023-24 | 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 ordinary/soft rock without blasting upto 1.5 m depth) ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work. | Cum | 406.56 | 406.56 | 221.04 | False | None | None | False | None | False | 89866.0224 | 0 | | 3871709 | 148396 | None | Vol 1 P.No. 7, I.No.1.8 of PWD SR 2023-24 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage& all other appurtenaces required to complete the work ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work. | Cum | 530.88 | 530.88 | 2067.91 | False | None | None | False | None | False | 1097812.0608 | 0 | | 3871710 | 148396 | None | Vol 3 P.No. 23, I.No.4.2 (V) of PWD SR 2023-24 | Construction of Granular Sub Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work. | Cum | 2642.08 | 2642.08 | 292.52 | False | None | None | False | None | False | 772861.2416 | 0 | | 3871711 | 148396 | None | Vol 3 P.No. 49, I.No.6.1 of PWD SR 2023-24 | 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 14:1, 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. ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work. | Cum | 5510.4 | 5510.4 | 185.79 | False | None | None | False | None | False | 1023777.216 | 0 | | 3871712 | 148396 | None | Vol 3 P.No. 51, I.No.6.6 of PWD SR 2023-24 | Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work. | Cum | 7586.88 | 7586.88 | 359.32 | False | None | None | False | None | False | 2726117.7216 | 0 | | 3871713 | 148396 | None | Vol 3 P.No. 163, I.No.17-C.4 of PWD SR 2023-24 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work. | m | 78.4 | 78.4 | 868.0 | False | None | None | False | None | False | 68051.2 | 0 | | 3871714 | 148396 | None | Vol 3 P.No. 17, I.No.3.6 of PWD SR 2023-24 | 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 ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work. | Cum | 552.16 | 552.16 | 414.45 | False | None | None | False | None | False | 228842.712 | 0 | | 3871715 | 148396 | None | Vol 5 P.No. 96, I.No.9.2.4 of PWD SR 2023-24 | 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-PN8.0,110mm dia) ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work. | m | 619.36 | 619.36 | 634.0 | False | None | None | False | None | False | 392674.24 | 0 | | 3871716 | 148396 | None | Vol.1 P.No. 8, I.No.1.14.1 of PWD SR 2023-24 | 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 Depth upto 3 m) ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work. | Cum | 114.24 | 114.24 | 120.0 | False | None | None | False | None | False | 13708.8 | 0 | | 3871717 | 148396 | None | Vol 1 P.No. 15, I.No.2.1.4 of PWD SR 2023-24 | 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 20 mm nominal size graded crushed coarse aggregates) ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work. | Cum | 6963.04 | 6963.04 | 54.5 | False | None | None | False | None | False | 379485.68 | 0 | | 3871718 | 148396 | None | Vol 1 P.No. 16, I.No.2.4.2 of PWD SR 2023-24 | 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 ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work. | Cum | 7294.21 | 7294.21 | 13.5 | False | None | None | False | None | False | 98471.835 | 0 | | 3871719 | 148396 | None | Vol 1 P.No. 16, I.No.2.4.2 of PWD SR 2023-24 | 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 ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work. | Cum | 9560.38 | 9560.38 | 31.5 | False | None | None | False | None | False | 301151.97 | 0 | | 3871720 | 148396 | None | P.No.18, I.No. 2.11.h of SR 2023-24 Vol-1 | 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. All other type of structures ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work. | Tonne | 88492.32 | 88492.32 | 3.15 | False | None | None | False | None | False | 278750.808 | 0 | | 3871721 | 148396 | None | I.No. 8.57D of SR 2023-24 Vol-3 | Supplying & fixing Composite Fibre Reinforced Polymer (FRP) utility cover conforming to IS 12592:2002 with sufficient load bearing capacity as per technical specifications. D.Heavy Duty Square 560x560 mm with load bearing capacity upto 30t (P.No.79, I.No. 8.57D of SR 2023-24 Vol-3) ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work. | Nos | 8960.0 | 8960.0 | 16.0 | False | None | None | False | None | False | 143360.0 | 0 | | 3871722 | 148396 | None | Vol 2 P.No. 59, I.No.9.6.4 of PWD SR 2023-24 | Providing and laying Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) (Ordinary cement without any pigment) ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work. | Sqm | 1176.0 | 1176.0 | 375.0 | False | None | None | False | None | False | 441000.0 | 0 | | 3871723 | 148396 | None | Vol 3 P.No. 74, I.No.8.42.7 of PWD SR 2023-24 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) (300 x 300 x 150 mm size) ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work. | m | 421.12 | 421.12 | 250.0 | False | None | None | False | None | False | 105280.0 | 0 | | 3871724 | 148396 | None | Vol 3 P.No. 66, I.No.8.10 of PWD SR 2023-24 | Painting Two Coats on New Concrete Surfaces - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work. | Sqm | 122.08 | 122.08 | 75.0 | False | None | None | False | None | False | 9156.0 | 0 | | 3871725 | 148396 | None | Vol.3 P.No. 78, I.No.8.54 of PWD SR 2023-24 | 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 ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work. | Nos | 10080.0 | 10080.0 | 1.0 | False | None | None | False | None | False | 10080.0 | 0 | | 3871726 | 148396 | None | Vol 3 P.No. 64, I.No.8.5 (ii) of PWD SR 2023-24 | Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 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:67:2022. 90 cm equilateral triangle ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work. | Each | 5246.08 | 5246.08 | 4.0 | False | None | None | False | None | False | 20984.32 | 0 | | 3871727 | 148396 | None | Vol 3 P.No. , I.No.8.15 of PWD SR 2023-24 | 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 ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work. | Sqm | 593.6 | 593.6 | 92.1 | False | None | None | False | None | False | 54670.56 | 0 | | 3871728 | 148396 | None | Vol 3 P.No. 74, I.No.8.43 of PWD SR 2023-24 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work. | No | 408.8 | 408.8 | 120.0 | False | None | None | False | None | False | 49056.0 | 0 |
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