| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1716545783000 | 0 | None | None | Roads | Pavement Construction | 71150696.15 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3160514 | 108790 | None | IC: 16.29 | Providing and fixing of typical PMGSY type informatory sign board with Logo as per MORD specifications and drawing. i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 essages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing. (iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7 (PWD SR 2023-24 ,V-3,Pg. No. 149 I. No.16.29) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Each | 16729.65 | 16729.65 | 2.0 | False | None | None | False | None | False | 33459.3 | 0 | | 3160515 | 108790 | None | IC: 2.5(ii) a | Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer A) In area of light jungle (PWD SR 2023-24, V-3,Pg. No. 9 I. No.2.5(ii) a) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Sqm | 412.65 | 412.65 | 7200.0 | False | None | None | False | None | False | 2971080.0 | 0 | | 3160516 | 108790 | None | IC: 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 (PWD SR 2023-24 ,V-1,Pg. No. 8 I. No.1.12) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 99.75 | 99.75 | 3070.15 | False | None | None | False | None | False | 306247.4625 | 0 | | 3160517 | 108790 | None | IC: 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. (PWD SR 2023-24 ,V-3,Pg. No. 17 I. No.3.7) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 110.25 | 110.25 | 4480.08 | False | None | None | False | None | False | 493928.82 | 0 | | 3160518 | 108790 | None | IC: 1.7 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) (PWD SR 2023-24 ,V-1,Pg. No. 7 I. No.1.7) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 124.95 | 124.95 | 2137.77 | False | None | None | False | None | False | 267114.3615 | 0 | | 3160519 | 108790 | None | IC: 1.8 | 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. If the height of embankment construction is more than 1.50 m add 5% per Cum for every 1.50 m height or part there of Deduct 5% per Cum if rollers are not used and tamping is done manually Add 8% per Cum for works under foul & sullage situation (PWD SR 2023-24 ,V-1,Pg. No. 7 I. No.1.8) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 497.7 | 497.7 | 13242.42 | False | None | None | False | None | False | 6590752.434 | 0 | | 3160520 | 108790 | None | IC: 3.6 | Construction of Subgrade and Earthen Shoulders
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 (PWD SR 2023-24 ,V-3,Pg. No. 17 I. No.3.6) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 517.65 | 517.65 | 10184.7 | False | None | None | False | None | False | 5272109.955 | 0 | | 3160521 | 108790 | None | IC: 4.2.(B) (5) | By Mix in Place Method 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 B) For Grading -V Material (PWD SR 2023-24 ,V-3,Pg. No. 23 I. No.4.2.(B) (5)) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 2476.95 | 2476.95 | 4378.5 | False | None | None | False | None | False | 10845325.575 | 0 | | 3160522 | 108790 | None | IC: 6.1 | Dry Lean Cement Concrete Sub- base 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 (PWD SR 2023-24 ,V-3,Pg. No. 49 I. No.6.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 5166.0 | 5166.0 | 1776.0 | False | None | None | False | None | False | 9174816.0 | 0 | | 3160523 | 108790 | None | IC: 6.2.2 | Pavement Quality Concrete using paver - M40 Grade
Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, 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 slip form 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, curing compound, steel channels, finishing to lines and grades as per drawing OPC @ 315 kg/m3 & GGBS @ 105 kg/m3 (PWD SR 2023-24 ,V-3,Pg. No. 49 I. No.6.2.2) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 8616.3 | 8616.3 | 4084.8 | False | None | None | False | None | False | 35195862.24 | 0 |
| | 1716545783000 | 0 | None | None | Roads | Road Furniture | 1770311.42 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3160524 | 108791 | None | IC: 8.7 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 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 not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm 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 (PWD SR 2023-24 ,V-3,Pg. No. 65 I. No.8.7) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Sqm | 9460.5 | 9460.5 | 10.8 | False | None | None | False | None | False | 102173.4 | 0 | | 3160525 | 108791 | None | IC: 8.5 (A) (ii) | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. (PWD SR 2023-24 ,V-3,Pg. No. 64 I. No.8.5 (A) (ii)) 90 cm equilateral triangle ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Each | 4918.2 | 4918.2 | 7.0 | False | None | None | False | None | False | 34427.4 | 0 | | 3160526 | 108791 | None | IC: 8.5 (A) (viii) | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. (PWD SR 2023-24 ,V-3,Pg. No. 64 I. No.8.5 (A) (viii)) 60 cm circular ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Each | 4511.85 | 4511.85 | 4.0 | False | None | None | False | None | False | 18047.4 | 0 | | 3160527 | 108791 | None | IC: 8.5 (A) (xii) | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. (PWD SR 2023-24 ,V-3,Pg. No. 64 I. No.8.5 (A) (xii)) 60 cm x 45 cm rectangular ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Each | 4435.2 | 4435.2 | 6.0 | False | None | None | False | None | False | 26611.2 | 0 | | 3160528 | 108791 | None | IC: 8.5 (A) (xv) | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. (PWD SR 2023-24 ,V-3,Pg. No. 64 I. No.8.5 (A) (xv)) 90 cm high octagon ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Each | 6827.1 | 6827.1 | 4.0 | False | None | None | False | None | False | 27308.4 | 0 | | 3160529 | 108791 | None | IC: 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.
(Note : 1. A sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding. Any laitance and/or curing compound to be removed where paint is required to be applied on concrete surface. 2. Cost of painter is already included in usage charges of road marking machine) (PWD SR 2023-24 ,V-3,Pg. No. 67 I. No.8.15) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Sqm | 556.5 | 556.5 | 688.65 | False | None | None | False | None | False | 383233.725 | 0 | | 3160530 | 108791 | None | IC: 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 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. (PWD SR 2023-24 ,V-3,Pg. No. 74 I. No.8.43) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Nos | 383.25 | 383.25 | 408.0 | False | None | None | False | None | False | 156366.0 | 0 | | 3160531 | 108791 | None | IC: 8.16(ii) | Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
Ordinary kilometer stone (precast) (PWD SR 2023-24 ,V-3,Pg. No. 67 I. No.8.16(ii)) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Each | 3073.35 | 3073.35 | 3.0 | False | None | None | False | None | False | 9220.05 | 0 | | 3160532 | 108791 | None | IC: 8.16(iii) | Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
200 m stone (precast) (PWD SR 2023-24 ,V-3,Pg. No. 67 I. No.8.16(iii)) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Each | 884.1 | 884.1 | 15.0 | False | None | None | False | None | False | 13261.5 | 0 | | 3160533 | 108791 | None | IC: 8.17 | Road Delineators: Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. (PWD SR 2023-24 ,V-3,Pg. No. 67 I. No.8.17) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Each | 2122.05 | 2122.05 | 3.78 | False | None | None | False | None | False | 8021.349 | 0 | | 3160534 | 108791 | None | IC: 8.18 | Boundary Pillars Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (PWD SR 2023-24, V-3,Pg. No. 67 I. No.8.18) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Each | 785.4 | 785.4 | 80.0 | False | None | None | False | None | False | 62832.0 | 0 | | 3160535 | 108791 | None | IC: 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 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 (PWD SR 2023-24 ,V-1,Pg. No. 8 I. No.1.14.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 107.1 | 107.1 | 540.0 | False | None | None | False | None | False | 57834.0 | 0 | | 3160536 | 108791 | None | IC: 8.29(i) | Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. (PWD SR 2023-24 ,V-3,Pg. No. 71 I. No.8.29(i)) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Mtr | 2322.6 | 2322.6 | 375.0 | False | None | None | False | None | False | 870975.0 | 0 |
| | 1716545783000 | 0 | None | None | Roads | Estimate of Junction | 1236738.92 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3160537 | 108792 | None | IC: 2.5(ii) a | Clearing and Grubbing Road Land.
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer A) In area of light jungle (PWD SR 2023-24, V-3,Pg. No. 9 I. No.2.5(ii) a) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Sqm | 412.65 | 412.65 | 96.0 | False | None | None | False | None | False | 39614.4 | 0 | | 3160538 | 108792 | None | IC: 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 (PWD SR 2023-24, V-1,Pg. No. 8 I. No.1.12) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 99.75 | 99.75 | 32.4 | False | None | None | False | None | False | 3231.9 | 0 | | 3160539 | 108792 | None | IC: 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. (PWD SR 2023-24, V-3,Pg. No. 17 I. No.3.7) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 110.25 | 110.25 | 156.0 | False | None | None | False | None | False | 17199.0 | 0 | | 3160540 | 108792 | None | IC: 3.6 | Construction of Subgrade and Earthen Shoulders 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 (PWD SR 2023-24, V-3,Pg. No. 17 I. No.3.6) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 517.65 | 517.65 | 46.9 | False | None | None | False | None | False | 24277.785 | 0 | | 3160541 | 108792 | None | IC: 4.2.(B) (5) | By Mix in Place Method 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 B) For Grading -V Material (PWD SR 2023-24, V-3,Pg. No. 23 I. No.4.2.(B) (5)) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 2476.95 | 2476.95 | 77.1 | False | None | None | False | None | False | 190972.845 | 0 | | 3160542 | 108792 | None | IC: 6.1 | Dry Lean Cement Concrete Sub- base 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 (PWD SR 2023-24, V-3,Pg. No. 49 I. No.6.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 5166.0 | 5166.0 | 36.0 | False | None | None | False | None | False | 185976.0 | 0 | | 3160543 | 108792 | None | IC: 6.2.2 | Pavement Quality Concrete using paver - M40 Grade
Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, 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 slip form 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, curing compound, steel channels, finishing to lines and grades as per drawing OPC @ 315 kg/m3 & GGBS @ 105 kg/m3 (PWD SR 2023-24, V-3,Pg. No. 49 I. No.6.2.2) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 8616.3 | 8616.3 | 90.0 | False | None | None | False | None | False | 775467.0 | 0 |
| | 1716545783000 | 0 | None | None | Roads | Construction of Box Culvert, 1 vent of 2.0 X 2.0 m size At CH 0.75, 0, , , , | 2469173.16 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3160544 | 108793 | None | IC: 2.10.(B) | Dismantling Stone Masonry. Rubble stone masonry in cement mortar. (PWD SR 2023-24 Vol-3 Page No 10 Item No2.10.(B)) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 640.5 | 640.5 | 10.8 | False | None | None | False | None | False | 6917.4 | 0 | | 3160545 | 108793 | None | IC: 2.17(ix) (B) | Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Above 600 mm to 900 mm dia (PWD SR 2023-24 Vol-3 Page No 11 Item No2.17(ix) (B)) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Mtr | 1150.8 | 1150.8 | 15.0 | False | None | None | False | None | False | 17262.0 | 0 | | 3160546 | 108793 | None | IC: 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 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 (PWD SR 2023-24 ,V-1,Page No 38 Item No1.14.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 107.1 | 107.1 | 143.65 | False | None | None | False | None | False | 15384.915 | 0 | | 3160547 | 108793 | None | IC: 1.8 | 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. (PWD SR 2023-24 ,V-1,Page No 7 Item No1.8) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 497.7 | 497.7 | 570.66 | False | None | None | False | None | False | 284017.482 | 0 | | 3160548 | 108793 | None | IC: 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 Including cost of form works. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 ,V-1,Page No 15 Item No2.1.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 6288.45 | 6288.45 | 14.48 | False | None | None | False | None | False | 91056.756 | 0 | | 3160549 | 108793 | None | IC: 2.4.1 | 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 Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates including cost of Formwork. (PWD SR 2023-24 Vol-1 Page No 16 Item No. 2.4.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 6724.2 | 6724.2 | 3.08 | False | None | None | False | None | False | 20710.536 | 0 | | 3160550 | 108793 | None | IC: 2.4.3 | 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol-1 Page No 16 Item No. 2.4.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 6652.8 | 6652.8 | 71.92 | False | None | None | False | None | False | 478469.376 | 0 | | 3160551 | 108793 | None | IC: 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol-1 Page No 16 Item No. 2.5.2) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 7185.15 | 7185.15 | 13.89 | False | None | None | False | None | False | 99801.7335 | 0 | | 3160552 | 108793 | None | IC: 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. (PWD Common SR 2023-24 Vol-1 Page No. 18 Item No. 2.11.c) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Tonne | 90754.65 | 90754.65 | 5.83 | False | None | None | False | None | False | 529099.6095 | 0 | | 3160553 | 108793 | None | IC: 2.11.d | 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. (PWD Common SR 2023-24 Vol-1 Page No. 18 Item No. 2.11.d) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Tonne | 90990.9 | 90990.9 | 1.11 | False | None | None | False | None | False | 100999.899 | 0 | | 3160554 | 108793 | None | IC: 13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (PWD SR 2023-24 Vol-3 Page No 121 Item No13.8.) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 7151.55 | 7151.55 | 11.7 | False | None | None | False | None | False | 83673.135 | 0 | | 3160555 | 108793 | None | IC: 13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) (PWD SR 2023-24 Vol-3 Page No 122 Item No. 13.9) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 12426.75 | 12426.75 | 19.5 | False | None | None | False | None | False | 242321.625 | 0 | | 3160556 | 108793 | None | IC: 13.16 | Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. (PWD SR 2023-24 Vol-3 Page No 124 Item No. 13.16) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Mtr | 1884.75 | 1884.75 | 26.0 | False | None | None | False | None | False | 49003.5 | 0 | | 3160557 | 108793 | None | IC: 13.2.A | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) (PWD SR 2023-24 Vol-3 Page No 121 Item No 13.2.A) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 14669.55 | 14669.55 | 8.39 | False | None | None | False | None | False | 123077.5245 | 0 | | 3160558 | 108793 | None | IC: 14.1(A) | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. A)Boulder Laid Dry Without Wire Crates. (PWD SR 2023-24 Vol-3 Page No 129 Item No14.1(A)) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 2007.6 | 2007.6 | 4.56 | False | None | None | False | None | False | 9154.656 | 0 | | 3160559 | 108793 | None | IC: 12.4 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (PWD SR 2023-24 Vol-3 Page No 117 Item No. 12.4) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 2810.85 | 2810.85 | 54.45 | False | None | None | False | None | False | 153050.7825 | 0 | | 3160560 | 108793 | None | IC: 12.2 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (PWD SR Vol-3 2023-24 Page No 117 Item No. 12.2) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Nos | 250.95 | 250.95 | 70.0 | False | None | None | False | None | False | 17566.5 | 0 | | 3160561 | 108793 | None | IC: 8.18 | Boundary pillar / Guard stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (PWD SR 2023-24 Vol-3 Page No 67 Item No. 8.18) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Each | 785.4 | 785.4 | 16.0 | False | None | None | False | None | False | 12566.4 | 0 | | 3160562 | 108793 | None | IC: 13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. (PWD SR 2023-24 Vol-3 Page No 121 Item No. 13.7) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Nos | 3434.55 | 3434.55 | 2.0 | False | None | None | False | None | False | 6869.1 | 0 | | 3160563 | 108793 | None | IC: 8.18 | 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. (PWD SR 2023-24 Vol-3 Page No 66 Item No. 8.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Sqm | 114.45 | 114.45 | 60.53 | False | None | None | False | None | False | 6927.6585 | 0 | | 3160564 | 108793 | None | IC: 2.4.1 | Form work at 5% for Item Code: 2.4.1 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 336.21 | 336.21 | 3.08 | False | None | None | False | None | False | 1035.5268 | 0 | | 3160565 | 108793 | None | IC: 2.4.3 | Form work at 20% for Item Code: 2.4.3 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 1330.56 | 1330.56 | 71.92 | False | None | None | False | None | False | 95693.8752 | 0 | | 3160566 | 108793 | None | IC: 2.5.2 | Form work at 20% for Item Code: 2.5.2 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 1437.03 | 1437.03 | 13.89 | False | None | None | False | None | False | 19960.3467 | 0 | | 3160567 | 108793 | None | IC: 2.1.3 | Form work at 5% for Item Code: 2.1.3 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 314.42 | 314.42 | 14.48 | False | None | None | False | None | False | 4552.8016 | 0 |
| | 1716545783000 | 0 | None | None | Roads | Construction of Box Culvert, 1 vent of 2.0 x 1.5 m size At CH 1.24, 2.08, 0, , , | 4401930.7 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3160568 | 108794 | None | IC: 2.17(ix) (B) | Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Above 600 mm to 900 mm dia (PWD SR 2023-24 Vol-3 Page No 11 Item No. 2.17(ix) (B)) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Mtr | 1150.8 | 1150.8 | 100.0 | False | None | None | False | None | False | 115080.0 | 0 | | 3160569 | 108794 | None | IC: 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 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 (PWD SR 2023-24 ,V-1,Page No 38 Item No1.14.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 107.1 | 107.1 | 345.1 | False | None | None | False | None | False | 36960.21 | 0 | | 3160570 | 108794 | None | IC: 1.8 | 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. (PWD SR 2023-24 ,V-1,Page No 7 Item No1.8) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 497.7 | 497.7 | 275.33 | False | None | None | False | None | False | 137031.741 | 0 | | 3160571 | 108794 | None | IC: 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 Including cost of form works. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 ,V-1,Page No 15 Item No2.1.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 6288.45 | 6288.45 | 31.89 | False | None | None | False | None | False | 200538.6705 | 0 | | 3160572 | 108794 | None | IC: 2.4.1 | 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 Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates including cost of Formwork. (PWD SR 2023-24 Vol-1 Page No 16 Item No. 2.4.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 6724.2 | 6724.2 | 9.02 | False | None | None | False | None | False | 60652.284 | 0 | | 3160573 | 108794 | None | IC: 2.4.3 | 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol-1 Page No 16 Item No. 2.4.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 6652.8 | 6652.8 | 138.76 | False | None | None | False | None | False | 923142.528 | 0 | | 3160574 | 108794 | None | IC: 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol-1 Page No 16 Item No. 2.5.2) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 7185.15 | 7185.15 | 26.88 | False | None | None | False | None | False | 193136.832 | 0 | | 3160575 | 108794 | None | IC: 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. (PWD Common SR 2023-24 Vol-1 Page No. 18 Item No. 2.11.c) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Tonne | 90754.65 | 90754.65 | 11.0 | False | None | None | False | None | False | 998301.15 | 0 | | 3160576 | 108794 | None | IC: 2.11.d | 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. (PWD Common SR 2023-24 Vol-1 Page No. 18 Item No. 2.11.d) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Tonne | 90990.9 | 90990.9 | 2.02 | False | None | None | False | None | False | 183801.618 | 0 | | 3160577 | 108794 | None | IC: 13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (PWD SR 2023-24 Vol-3 Page No 121 Item No13.8.) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 7151.55 | 7151.55 | 22.5 | False | None | None | False | None | False | 160909.875 | 0 | | 3160578 | 108794 | None | IC: 13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) (PWD SR 2023-24 Vol-3 Page No 122 Item No. 13.9) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 12426.75 | 12426.75 | 37.5 | False | None | None | False | None | False | 466003.125 | 0 | | 3160579 | 108794 | None | IC: 13.16 | Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. (PWD SR 2023-24 Vol-3 Page No 124 Item No. 13.16) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Mtr | 1884.75 | 1884.75 | 50.0 | False | None | None | False | None | False | 94237.5 | 0 | | 3160580 | 108794 | None | IC: 13.2.A | M2702 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) (PWD SR 2023-24Page No 121 Vol-3 Item No. 13.2.A) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 14669.55 | 14669.55 | 16.13 | False | None | None | False | None | False | 236619.8415 | 0 | | 3160581 | 108794 | None | IC: 14.1(A) | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. A)Boulder Laid Dry Without Wire Crates. (PWD SR 2023-24 Page No 129 Item No. 14.1(A)) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 2007.6 | 2007.6 | 19.38 | False | None | None | False | None | False | 38907.288 | 0 | | 3160582 | 108794 | None | IC: 12.4 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (PWD SR 2023-24 Vol-3 Page No 117 Item No. 12.4) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 2810.85 | 2810.85 | 89.59 | False | None | None | False | None | False | 251824.0515 | 0 | | 3160583 | 108794 | None | IC: 12.2 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (PWD SR 2023-24 Vol-3 Page No 117 Item No. 12.2) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Nos | 250.95 | 250.95 | 104.0 | False | None | None | False | None | False | 26098.8 | 0 | | 3160584 | 108794 | None | IC: 8.18 | Boundary pillar / Guard stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (PWD SR 2023-24 Vol-3 Page No 67 Item No. 8.18) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Each | 785.4 | 785.4 | 32.0 | False | None | None | False | None | False | 25132.8 | 0 | | 3160585 | 108794 | None | IC: 13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. (PWD SR 2023-24 Vol-3 Page No 121 Item No. 13.7) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Nos | 3434.55 | 3434.55 | 4.0 | False | None | None | False | None | False | 13738.2 | 0 | | 3160586 | 108794 | None | IC: 8.18 | 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. (PWD SR 2023-24 Vol-3 Page No 66 Item No. 8.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Sqm | 114.45 | 114.45 | 118.18 | False | None | None | False | None | False | 13525.701 | 0 | | 3160587 | 108794 | None | IC: 2.4.1 | Form work at 5% for Item Code: 2.4.1 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 336.21 | 336.21 | 9.02 | False | None | None | False | None | False | 3032.6142 | 0 | | 3160588 | 108794 | None | IC: 2.4.3 | Form work at 20% for Item Code: 2.4.3 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 1330.56 | 1330.56 | 138.76 | False | None | None | False | None | False | 184628.5056 | 0 | | 3160589 | 108794 | None | IC: 2.5.2 | Form work at 20% for Ietm Code: 2.5.2 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 1437.03 | 1437.03 | 26.88 | False | None | None | False | None | False | 38627.3664 | 0 |
| | 1716545783000 | 0 | None | None | Roads | Construction of Box Culvert, 2 vent of 3.0 X 2.0 m size At CH 2.85, , , , , | 3799620.8 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3160590 | 108795 | None | IC: 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 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 (PWD SR 2023-24 ,V-1,Page No 38 Item No1.14.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 107.1 | 107.1 | 922.18 | False | None | None | False | None | False | 98765.478 | 0 | | 3160591 | 108795 | None | IC: 1.8 | 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. (PWD SR 2023-24 ,V-1,Page No 7 Item No1.8) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 497.7 | 497.7 | 166.89 | False | None | None | False | None | False | 83061.153 | 0 | | 3160592 | 108795 | None | IC: 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 Including cost of form works. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 ,V-1,Page No 15 Item No2.1.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 6288.45 | 6288.45 | 27.79 | False | None | None | False | None | False | 174756.0255 | 0 | | 3160593 | 108795 | None | IC: 2.4.1 | 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 Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates including cost of Formwork. (PWD SR 2023-24 Vol-1 Page No 16 Item No. 2.4.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 6724.2 | 6724.2 | 6.96 | False | None | None | False | None | False | 46800.432 | 0 | | 3160594 | 108795 | None | IC: 2.4.3 | 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol-1 Page No 16 Item No. 2.4.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 6652.8 | 6652.8 | 114.82 | False | None | None | False | None | False | 763874.496 | 0 | | 3160595 | 108795 | None | IC: 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol-1 Page No 16 Item No2.5.2) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 7185.15 | 7185.15 | 44.68 | False | None | None | False | None | False | 321032.502 | 0 | | 3160596 | 108795 | None | IC: 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. (PWD Common SR 2023-24 Vol-1 Page No. 18 Item No. 2.11.c) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Tonne | 90754.65 | 90754.65 | 9.7 | False | None | None | False | None | False | 880320.105 | 0 | | 3160597 | 108795 | None | IC: 2.11.d | 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. (PWD Common SR 2023-24 Vol-1 Page No. 18 Item No. 2.11.d) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Tonne | 90990.9 | 90990.9 | 3.57 | False | None | None | False | None | False | 324837.513 | 0 | | 3160598 | 108795 | None | IC: 13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (PWD SR 2023-24 Vol-3 Page No 121 Item No. 13.8.) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 7151.55 | 7151.55 | 11.7 | False | None | None | False | None | False | 83673.135 | 0 | | 3160599 | 108795 | None | IC: 13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) (PWD SR 2023-24 Vol-3 Page No 122 Item No. 13.9) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 12426.75 | 12426.75 | 19.5 | False | None | None | False | None | False | 242321.625 | 0 | | 3160600 | 108795 | None | IC: 13.16 | Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. (PWD SR 2023-24 Vol-3 Page No 124 Item No13.16) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Mtr | 1884.75 | 1884.75 | 26.0 | False | None | None | False | None | False | 49003.5 | 0 | | 3160601 | 108795 | None | IC: 13.2.A | M2702 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) (PWD SR 2023-24 Vol-3 Page No 121 Item No13.2.A) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 14669.55 | 14669.55 | 12.77 | False | None | None | False | None | False | 187330.1535 | 0 | | 3160602 | 108795 | None | IC: 14.1(A) | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. A)Boulder Laid Dry Without Wire Crates. (PWD SR 2023-24 Vol-3 Page No 129 Item No14.1(A)) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 2007.6 | 2007.6 | 24.88 | False | None | None | False | None | False | 49949.088 | 0 | | 3160603 | 108795 | None | IC: 12.4 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (PWD SR 2023-24 Vol-3 Page No 117 Item No12.4) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 2810.85 | 2810.85 | 56.76 | False | None | None | False | None | False | 159543.846 | 0 | | 3160604 | 108795 | None | IC: 12.2 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (PWD SR 2023-24 Vol-3 Page No 117 Item No. 12.2) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Nos | 250.95 | 250.95 | 70.0 | False | None | None | False | None | False | 17566.5 | 0 | | 3160605 | 108795 | None | IC: 8.18 | Boundary pillar / Guard stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (PWD SR 2023-24 Vol-3 Page No 67 Item No. 8.18) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Each | 785.4 | 785.4 | 16.0 | False | None | None | False | None | False | 12566.4 | 0 | | 3160606 | 108795 | None | IC: 13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. (PWD SR 2023-24 Vol-3 Page No 121 Item No. 13.7) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Nos | 3434.55 | 3434.55 | 4.0 | False | None | None | False | None | False | 13738.2 | 0 | | 3160607 | 108795 | None | IC: 8.18 | 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. (PWD SR 2023-24 Vol-3 Page No 66 Item No. 8.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Sqm | 114.45 | 114.45 | 85.3 | False | None | None | False | None | False | 9762.585 | 0 | | 3160608 | 108795 | None | IC: 16.15.C | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 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 Clause 1101.6. 750 mm dia (PWD SR 2023-24 Vol-3 Page No 146 Item No16.15.C) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Mtr | 3501.75 | 3501.75 | 15.0 | False | None | None | False | None | False | 52526.25 | 0 | | 3160609 | 108795 | None | IC: 8.5 (A) (xii) | Retro -Reflectorised Traffic Signs
Providing and fixing of retro - reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3,fixed over aluminium sheeting,1.5 mm thick supportde on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm,60 cm below ground level as per approved drawing. (PWD SR 2023-24 Page No 64 Item No8.5 (A) (xii)) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Each | 4435.2 | 4435.2 | 2.0 | False | None | None | False | None | False | 8870.4 | 0 | | 3160610 | 108795 | None | IC: 2.4.1 | Form work at 5% for item Code: 2.4.1 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 336.21 | 336.21 | 6.96 | False | None | None | False | None | False | 2340.0216 | 0 | | 3160611 | 108795 | None | IC: 2.4.3 | Form work at 20% for Item Code: 2.4.3 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 1330.56 | 1330.56 | 114.82 | False | None | None | False | None | False | 152774.8992 | 0 | | 3160612 | 108795 | None | IC: 2.5.2 | Form work at 20% for Item Code: 2.5.2 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 1437.03 | 1437.03 | 44.68 | False | None | None | False | None | False | 64206.5004 | 0 |
| | 1716545783000 | 0 | None | None | Roads | Construction of Box Culvert, 1 vent of 6.0 X 4.00 m size At CH 0.63, , , , , | 9511043.6 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3160613 | 108796 | None | IC: 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 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 (PWD SR 2023-24 ,V-1,Page No 38 Item No1.14.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 107.1 | 107.1 | 1529.15 | False | None | None | False | None | False | 163771.965 | 0 | | 3160614 | 108796 | None | IC: 1.8 | 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. (PWD SR 2023-24 ,V-1,Page No 7 Item No1.8) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 497.7 | 497.7 | 1192.43 | False | None | None | False | None | False | 593472.411 | 0 | | 3160615 | 108796 | None | IC: 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 Including cost of form works. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 ,V-1,Page No 15 Item No2.1.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 6288.45 | 6288.45 | 45.97 | False | None | None | False | None | False | 289080.0465 | 0 | | 3160616 | 108796 | None | IC: 2.4.1 | 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 Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates including cost of Formwork. (PWD SR 2023-24 Vol-1 Page No 16 Item No2.4.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 6724.2 | 6724.2 | 5.24 | False | None | None | False | None | False | 35234.808 | 0 | | 3160617 | 108796 | None | IC: 2.4.3 | 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol-1 Page No 16 Item No. 2.4.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 6652.8 | 6652.8 | 336.66 | False | None | None | False | None | False | 2239731.648 | 0 | | 3160618 | 108796 | None | IC: 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol-1 Page No 16 Item No. 2.5.2) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 7185.15 | 7185.15 | 71.94 | False | None | None | False | None | False | 516899.691 | 0 | | 3160619 | 108796 | None | IC: 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. (PWD Common SR 2023-24 Vol-1 Page No. 18 Item No. 2.11.c) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Tonne | 90754.65 | 90754.65 | 29.09 | False | None | None | False | None | False | 2640052.7685 | 0 | | 3160620 | 108796 | None | IC: 2.11.d | 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. (PWD Common SR 2023-24 Vol-1 Page No. 18 Item No. 2.11.d) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Tonne | 90990.9 | 90990.9 | 6.11 | False | None | None | False | None | False | 555954.399 | 0 | | 3160621 | 108796 | None | IC: 13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (PWD SR 2023-24 Vol-3 Page No 121 Item No13.8.) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 7151.55 | 7151.55 | 31.2 | False | None | None | False | None | False | 223128.36 | 0 | | 3160622 | 108796 | None | IC: 13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) (PWD SR 2023-24 Vol-3 Page No 122 Item No13.9) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 12426.75 | 12426.75 | 52.0 | False | None | None | False | None | False | 646191.0 | 0 | | 3160623 | 108796 | None | IC: 13.16 | Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. (PWD SR 2023-24 Vol-3 Page No 124 Item No. 13.16) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Mtr | 1884.75 | 1884.75 | 26.0 | False | None | None | False | None | False | 49003.5 | 0 | | 3160624 | 108796 | None | IC: 13.2.A | M2702 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) (PWD SR 2023-24 Vol-3 Page No 121 Item No. 13.2.A) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 14669.55 | 14669.55 | 22.91 | False | None | None | False | None | False | 336079.3905 | 0 | | 3160625 | 108796 | None | IC: 14.1(A) | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. A)Boulder Laid Dry Without Wire Crates. (PWD SR 2023-24 Vol-3 Page No 129 Item No14.1(A)) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 2007.6 | 2007.6 | 9.96 | False | None | None | False | None | False | 19995.696 | 0 | | 3160626 | 108796 | None | IC: 12.4 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (PWD SR 2023-24 Vol-3 Page No 117 Item No12.4) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 2810.85 | 2810.85 | 169.15 | False | None | None | False | None | False | 475455.2775 | 0 | | 3160627 | 108796 | None | IC: 12.2 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (PWD SR 2023-24 Vol-3 Page No 117 Item No12.2) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Nos | 250.95 | 250.95 | 250.0 | False | None | None | False | None | False | 62737.5 | 0 | | 3160628 | 108796 | None | IC: 8.18 | Boundary pillar / Guard stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (PWD SR 2023-24 Vol-3 Page No 67 Item No8.18) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Each | 785.4 | 785.4 | 16.0 | False | None | None | False | None | False | 12566.4 | 0 | | 3160629 | 108796 | None | IC: 13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. (PWD SR 2023-24 Vol-3 Page No 121 Item No13.7) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Nos | 3434.55 | 3434.55 | 2.0 | False | None | None | False | None | False | 6869.1 | 0 | | 3160630 | 108796 | None | IC: 8.18 | 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. (PWD SR 2023-24 Vol-3 Page No 66 Item No. 8.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Sqm | 114.45 | 114.45 | 265.05 | False | None | None | False | None | False | 30334.9725 | 0 | | 3160631 | 108796 | None | IC: 16.15.C | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 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 Clause 1101.6. 750 mm dia (PWD SR 2023-24 Vol-3 Page No 146 Item No16.15.C) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Mtr | 3501.75 | 3501.75 | 15.0 | False | None | None | False | None | False | 52526.25 | 0 | | 3160632 | 108796 | None | IC: 8.5 (A) (xii) | Retro -Reflectorised Traffic Signs
Providing and fixing of retro - reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3,fixed over aluminium sheeting,1.5 mm thick supportde on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm,60 cm below ground level as per approved drawing. (PWD SR 2023-24 Page No 64 Item No8.5 (A) (xii)) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Each | 4435.2 | 4435.2 | 2.0 | False | None | None | False | None | False | 8870.4 | 0 | | 3160633 | 108796 | None | IC: 2.4.1 | Form work at 5% for Item Code: 2.4.1 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 336.21 | 336.21 | 5.24 | False | None | None | False | None | False | 1761.7404 | 0 | | 3160634 | 108796 | None | IC: 2.4.3 | Form work at 20% for Item Code: 2.4.3 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 1330.56 | 1330.56 | 336.66 | False | None | None | False | None | False | 447946.3296 | 0 | | 3160635 | 108796 | None | IC: 2.5.2 | Form work at 20% for Item Code: 2.5.2 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 1437.03 | 1437.03 | 71.94 | False | None | None | False | None | False | 103379.9382 | 0 |
| | 1716545783000 | 0 | None | None | Roads | Construction of Box Culvert, 1vent of 1.50 x 1.50m size (In Village Limit) 0.001, 0.5, , , , | 1190292.7 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3160636 | 108797 | None | IC: 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 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 (PWD SR 2023-24 ,V-1,Page No 38 Item No1.14.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 107.1 | 107.1 | 169.65 | False | None | None | False | None | False | 18169.515 | 0 | | 3160637 | 108797 | None | IC: 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 Including cost of form works. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 ,V-1,Page No 15 Item No2.1.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 6288.45 | 6288.45 | 13.05 | False | None | None | False | None | False | 82064.2725 | 0 | | 3160638 | 108797 | None | IC: 2.4.3 | 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol-1 Page No 16 Item No2.4.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 6652.8 | 6652.8 | 63.9 | False | None | None | False | None | False | 425113.92 | 0 | | 3160639 | 108797 | None | IC: 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. (PWD Common SR 2023-24 Vol-1 Page No. 18 Item No. 2.11.c) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Tonne | 90754.65 | 90754.65 | 6.39 | False | None | None | False | None | False | 579922.2135 | 0 | | 3160640 | 108797 | None | IC: 2.4.3 | Form work at 20% for Item Code: 2.4.3 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 1330.56 | 1330.56 | 63.9 | False | None | None | False | None | False | 85022.784 | 0 |
| | 1716545783000 | 0 | None | None | Roads | Construction of Field Culverts | 1961816.53 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3160641 | 108798 | None | IC: 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 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 (PWD SR 2023-24 ,V-1,Page No 38 Item No1.14.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 107.1 | 107.1 | 125.25 | False | None | None | False | None | False | 13414.275 | 0 | | 3160642 | 108798 | None | IC: 16.15.C | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 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 Clause 1101.6
750 mm dia (PWD SR 2023-24 ,V-3,Page No 146 Item No16.15.c) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 3501.75 | 3501.75 | 127.5 | False | None | None | False | None | False | 446473.125 | 0 | | 3160643 | 108798 | None | IC: 1.8 | 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. (PWD SR 2023-24 ,V-1,Page No 7 Item No1.8) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 497.7 | 497.7 | 1469.89 | False | None | None | False | None | False | 731564.253 | 0 | | 3160644 | 108798 | None | IC: 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 Including cost of form works. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 ,V-1,Page No 15 Item No2.1.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 6602.87 | 6602.87 | 8.8 | False | None | None | False | None | False | 58105.256 | 0 | | 3160645 | 108798 | None | IC: 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 including cost of formwork. (PWD SR 2023-24 ,V-1,Page No 16 Item No2.4.2) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 6639.15 | 6639.15 | 75.16 | False | None | None | False | None | False | 498998.514 | 0 | | 3160646 | 108798 | None | IC: 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. (PWD Common SR 2023-24 Vol-1 Page No. 18 Item No. 2.11.c) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Tonne | 90754.65 | 90754.65 | 1.91 | False | None | None | False | None | False | 173341.3815 | 0 | | 3160647 | 108798 | None | IC: 2.4.2 | Form work at 8% for Item Code: 2.4.2 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Cum | 531.13 | 531.13 | 75.16 | False | None | None | False | None | False | 39919.7308 | 0 |
| | 1716545783000 | 0 | None | None | Roads | Tree Plantation (Forest Cutting & Tree Plantation) | 342636.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3160648 | 108799 | None | IC: 2.1 (ii) | Cutting of Trees, excluding removal of stumps and roots of trees (ii) Girth from 600 mm to 900 mm (PWD SR 2023-24, V-3, Pg. No. 9, Item. No. 2.1 (ii)) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Each | 993.3 | 993.3 | 15.0 | False | None | None | False | None | False | 14899.5 | 0 | | 3160649 | 108799 | None | IC: 2.2 (ii) | Removal of stumps and roots including backfilling with suitable material to required compaction. (ii) Girth from 600 mm to 900 mm (PWD SR 2023-24, V-3, Pg. No. 9, Item. No. 2.2 (ii)) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | Each | 511.35 | 511.35 | 15.0 | False | None | None | False | None | False | 7670.25 | 0 | | 3160650 | 108799 | None | IC: 51 | Hydraulic Excavator of 1.2 m3 bucket (PWD SR 2023-24, V-1, A-44, Sl.No 51) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | hr | 1890.0 | 1890.0 | 73.0 | False | None | None | False | None | False | 137970.0 | 0 | | 3160651 | 108799 | None | IC: 74 | Mobile Hydraulic Crane 10 t capacity (PWD SR 2023-24, V-1, A-45, Sl.No 74) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | hr | 971.25 | 971.25 | 73.0 | False | None | None | False | None | False | 70901.25 | 0 | | 3160652 | 108799 | None | IC: 126 | Tipper-5.5 m3 (15nos X 3 Hours - 45) (PWD SR 2023-24, V-1, A-47, Sl.No 126) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work | hr | 1482.6 | 1482.6 | 75.0 | False | None | None | False | None | False | 111195.0 | 0 |
|
|
|---|