| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1716378131000 | 0 | None | None | Roads | Pavement Construction | 31230506.87 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3144243 | 108223 | None | PWD SR 2023-24 ,V-3,Pg. No. 149 I. No.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
KPWD VOL-3
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
Retro Reflective Trafic Sign As per IRC 67 Clause
1701.3.8.1 Class A Type-1
No 15,352.00
Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.2 Class B Type-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. | Each | 16729.7 | 16729.7 | 4.0 | False | None | None | False | None | False | 66918.8 | 0 | | 3144244 | 108223 | None | PWD SR 2023-24, V-3,Pg. No. 9 I. No.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
---- 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 | 31.2 | False | None | None | False | None | False | 12874.68 | 0 | | 3144245 | 108223 | None | PWD SR 2023-24 ,V-1,Pg. No. 8 I. No.1.12. | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth
---- 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 | 1480.37 | False | None | None | False | None | False | 147666.9075 | 0 | | 3144246 | 108223 | None | PWD SR 2023-24 ,V-3,Pg. No. 17 I. No.3.7. | Compacting Original GroundCompacting 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.
---- 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 | 2046.44 | False | None | None | False | None | False | 225620.01 | 0 | | 3144247 | 108223 | None | PWD SR 2023-24 ,V-1,Pg. No. 7 I. No.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 m for every 1.50 m height or part there of Deduct 5 percent per if rollers are not used and tamping is done manually Add 8 per for works under foul & sullage situation ---- 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 | 7661.85 | False | None | None | False | None | False | 3813302.745 | 0 | | 3144248 | 108223 | None | PWD SR 2023-24 ,V-3,Pg. No. 17 I. No.3.6. | Construction of Subgrade and Earthen ShouldersConstruction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to
---- 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 | 7984.62 | False | None | None | False | None | False | 4133238.543 | 0 | | 3144249 | 108223 | None | PWD SR 2023-24 ,V-3,Pg. No. 23 I. No.4.2.(B) (5) | 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
---- 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 | 1840.06 | False | None | None | False | None | False | 4557736.617 | 0 | | 3144250 | 108223 | None | PWD SR 2023-24 ,V-3,Pg. No. 49 I. No.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
---- 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 | 731.41 | False | None | None | False | None | False | 3778464.06 | 0 | | 3144251 | 108223 | None | PWD SR 2023-24 ,V-3,Pg. No. 49 I. No.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
---- 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 | 1682.24 | False | None | None | False | None | False | 14494684.512 | 0 |
| | 1716378131000 | 0 | None | None | Roads | Estimate of Junction | 1423013.23 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3144252 | 108224 | None | PWD SR 2023-24, V-3,Pg. No. 9 I. No.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
---- 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 | 0.02 | False | None | None | False | None | False | 8.253 | 0 | | 3144253 | 108224 | None | PWD SR 2023-24 ,V-3,Pg. No. 17 I. No.3.5. | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead ---- 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 | 6.3 | 6.3 | 550.0 | False | None | None | False | None | False | 3465.0 | 0 | | 3144254 | 108224 | None | PWD SR 2023-24 ,V-1,Pg. No. 8 I. No.1.12. | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth
---- 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 | 81.0 | False | None | None | False | None | False | 8079.75 | 0 | | 3144255 | 108224 | None | PWD SR 2023-24 ,V-3,Pg. No. 17 I. No.3.7. | Compacting Original Ground
Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- 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 | 60.0 | False | None | None | False | None | False | 6615.0 | 0 | | 3144256 | 108224 | None | PWD SR 2023-24 ,V-3,Pg. No. 17 I. No.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
---- 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 | 109.76 | False | None | None | False | None | False | 56817.264 | 0 | | 3144257 | 108224 | None | PWD SR 2023-24 ,V-3,Pg. No. 23 I. No.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
---- 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 | 140.24 | False | None | None | False | None | False | 347367.468 | 0 | | 3144258 | 108224 | None | PWD SR 2023-24 ,V-3,Pg. No. 26 I. No.4.17 | Wet Mix Macadam (Plant mix method)
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density ---- 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 | 2686.95 | 2686.95 | 145.0 | False | None | None | False | None | False | 389607.75 | 0 | | 3144259 | 108224 | None | PWD SR 2023-24 ,V-3,Pg. No. 31 I. No.5.1.A(i) | Prime Coat over WMM/WBM
Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. ---- 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 | 43.05 | 43.05 | 550.0 | False | None | None | False | None | False | 23677.5 | 0 | | 3144260 | 108224 | None | PWD SR 2023-24 ,V-3,Pg. No. 31 I. No.5.3.(i) | Tack coat on Bituminous surface
Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ---- 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 | 12.6 | 12.6 | 550.0 | False | None | None | False | None | False | 6930.0 | 0 | | 3144261 | 108224 | None | PWD SR 2023-24 ,V-3,Pg. No. 35 I. No.5.12.(C) | Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. ---- 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 | 9921.45 | 9921.45 | 33.0 | False | None | None | False | None | False | 327407.85 | 0 | | 3144262 | 108224 | None | PWD SR 2023-24 ,V-3,Pg. No. 38 I. No.5.16 | Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects ---- 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 | 11501.7 | 11501.7 | 22.0 | False | None | None | False | None | False | 253037.4 | 0 |
| | 1716378131000 | 0 | None | None | Roads | Cross Drainage Works | 13616445.08 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3144263 | 108225 | None | PWD PWD SR 2023-24 ,V-1 Page No 8 Item No1.14.1 | 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
---- 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 | 476.48 | False | None | None | False | None | False | 51031.008 | 0 | | 3144264 | 108225 | None | PWD PWD SR 2023-24 ,V-1 Page No 11 Item No1.23 | Providing and Filing in foundation with granite/ Trap broken metal 100 mm and down size & with approved sand including hand picking, ramming, watering including cost of all materials and labour with all lead and lift complete as per specification
---- 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 | 2816.1 | 2816.1 | 42.5 | False | None | None | False | None | False | 119684.25 | 0 | | 3144265 | 108225 | None | PWD PWD SR 2023-24 ,V-1 Page No 7 Item No1.8. | 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.
---- 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 | 598.97 | False | None | None | False | None | False | 298107.369 | 0 | | 3144266 | 108225 | None | PWD PWD SR 2023-24 ,V-1 Page No 15 Item No2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates
---- 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 | 42.06 | False | None | None | False | None | False | 264492.207 | 0 | | 3144267 | 108225 | None | PWD PWD SR 2023-24 ,V-1 Page No 16 Item No2.4.1 | 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. ---- 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 | 7060.41 | 7060.41 | 7.78 | False | None | None | False | None | False | 54929.9898 | 0 | | 3144268 | 108225 | None | PWD PWD SR 2023-24 ,V-1 Page No 16 Item No2.4.3 | 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 including cost of formwork. ---- 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 | 7983.36 | 7983.36 | 245.47 | False | None | None | False | None | False | 1959675.3792 | 0 | | 3144269 | 108225 | None | PWD PWD SR 2023-24 ,V-1 Page No 16 Item No2.5.2 | 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 including cost of formwork. ---- 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 | 8622.18 | 8622.18 | 35.25 | False | None | None | False | None | False | 303931.845 | 0 | | 3144270 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 118 Item No12.1 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges
---- 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 | 19.3 | False | None | None | False | None | False | 1751564.745 | 0 | | 3144271 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 125 Item No13.2 | 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. Super structure of Bridges
---- 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 | 2.81 | False | None | None | False | None | False | 255684.429 | 0 | | 3144272 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 121 Item No13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
---- 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 | 36.0 | False | None | None | False | None | False | 257455.8 | 0 | | 3144273 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 122 Item No13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant)
---- 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 | 60.0 | False | None | None | False | None | False | 745605.0 | 0 | | 3144274 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 124 Item No13.1 | 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.
---- 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. | m | 1884.75 | 1884.75 | 60.0 | False | None | None | False | None | False | 113085.0 | 0 | | 3144275 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 121 Item No13.2 | M2702 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant)
---- 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 | 24.08 | False | None | None | False | None | False | 353242.764 | 0 | | 3144276 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 129 Item No14.1 | 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.
---- 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 | 13.44 | False | None | None | False | None | False | 26982.144 | 0 | | 3144277 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 117 Item No12.4 | 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.
---- 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 | 162.05 | False | None | None | False | None | False | 455498.2425 | 0 | | 3144278 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 117 Item No12.2 | 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
---- 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. | No | 250.95 | 250.95 | 96.0 | False | None | None | False | None | False | 24091.2 | 0 | | 3144279 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 67 Item No8.18 | 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
---- 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 | | 3144280 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 121 Item No13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification
---- 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. | No | 3434.55 | 3434.55 | 4.0 | False | None | None | False | None | False | 13738.2 | 0 | | 3144281 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 66 Item No8.10. | 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 ---- 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 | 175.4 | False | None | None | False | None | False | 20074.53 | 0 | | 3144282 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 146 Item No16.1 | 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
---- 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. | m | 3501.75 | 3501.75 | 30.0 | False | None | None | False | None | False | 105052.5 | 0 | | 3144283 | 108225 | None | PWD SR 2023-24 Page No 64 Item No8.5 (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
---- 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. | No | 4435.2 | 4435.2 | 4.0 | False | None | None | False | None | False | 17740.8 | 0 | | 3144284 | 108225 | None | PWD PWD SR 2023-24 ,V-1 Page No 8 Item No1.14.1 | 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
---- 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 | 449.35 | False | None | None | False | None | False | 48125.385 | 0 | | 3144285 | 108225 | None | PWD PWD SR 2023-24 ,V-1 Page No 11 Item No1.23 | Providing and Filing in foundation with granite/ Trap broken metal 100 mm and down size & with approved sand including hand picking, ramming, watering including cost of all materials and labour with all lead and lift complete as per specification
---- 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 | 2816.1 | 2816.1 | 38.58 | False | None | None | False | None | False | 108645.138 | 0 | | 3144286 | 108225 | None | PWD PWD SR 2023-24 ,V-1 Page No 7 Item No1.8. | 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.
---- 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 | 514.4 | False | None | None | False | None | False | 256016.88 | 0 | | 3144287 | 108225 | None | PWD PWD SR 2023-24 ,V-1 Page No 15 Item No2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates
---- 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 | 38.1 | False | None | None | False | None | False | 239589.945 | 0 | | 3144288 | 108225 | None | PWD PWD SR 2023-24 ,V-1 Page No 16 Item No2.4.1 | 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.
---- 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 | 7060.41 | 7060.41 | 7.78 | False | None | None | False | None | False | 54929.9898 | 0 | | 3144289 | 108225 | None | PWD PWD SR 2023-24 ,V-1 Page No 16 Item No2.4.3 | 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 including cost of formwork. ---- 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 | 7983.36 | 7983.36 | 209.28 | False | None | None | False | None | False | 1670757.5808 | 0 | | 3144290 | 108225 | None | PWD PWD SR 2023-24 ,V-1 Page No 16 Item No2.5.2 | 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 including cost of formwork
---- 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 | 8622.18 | 8622.18 | 31.25 | False | None | None | False | None | False | 269443.125 | 0 | | 3144291 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 118 Item No12.1 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges
---- 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 | 17.93 | False | None | None | False | None | False | 1627230.8745 | 0 | | 3144292 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 125 Item No13.2 | 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. Super structure of Bridges
---- 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 | 2.49 | False | None | None | False | None | False | 226567.341 | 0 | | 3144293 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 121 Item No13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
---- 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 | | 3144294 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 122 Item No13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant)
---- 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 | | 3144295 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 124 Item No13.1 | 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.
---- 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. | m | 1884.75 | 1884.75 | 52.0 | False | None | None | False | None | False | 98007.0 | 0 | | 3144296 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 121 Item No13.2 | M2702 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant)
---- 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 | 20.86 | False | None | None | False | None | False | 306006.813 | 0 | | 3144297 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 129 Item No14.1 | 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.
---- 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 | 13.2 | False | None | None | False | None | False | 26500.32 | 0 | | 3144298 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 117 Item No12.4 | 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.
---- 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 | 148.03 | False | None | None | False | None | False | 416090.1255 | 0 | | 3144299 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 117 Item No12.2 | 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
---- 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 | 196.0 | False | None | None | False | None | False | 49186.2 | 0 | | 3144300 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 67 Item No8.18 | 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
---- 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 | | 3144301 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 121 Item No13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification
---- 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. | No | 3434.55 | 3434.55 | 4.0 | False | None | None | False | None | False | 13738.2 | 0 | | 3144302 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 66 Item No8.10. | 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
---- 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 | 175.4 | False | None | None | False | None | False | 20074.53 | 0 | | 3144303 | 108225 | None | PWD PWD SR 2023-24 ,V-3 Page No 146 Item No16.1 | 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
---- 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. | m | 1884.75 | 1884.75 | 30.0 | False | None | None | False | None | False | 56542.5 | 0 | | 3144304 | 108225 | None | PWD SR 2023-24 Page No 64 Item No8.5 (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.
---- 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. | No | 4435.2 | 4435.2 | 4.0 | False | None | None | False | None | False | 17740.8 | 0 |
| | 1716378131000 | 0 | None | None | Roads | Construction of Field Culverts | 1797558.47 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3144305 | 108226 | None | PWD SR 2023-24 ,V-1,Page No 38 Item No1.14.1 | 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
---- 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 | 81.41 | False | None | None | False | None | False | 8719.011 | 0 | | 3144306 | 108226 | None | PWD SR 2023-24 ,V-3,Page No 146 Item No16.15.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 ---- 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. | m | 3501.75 | 3501.75 | 97.5 | False | None | None | False | None | False | 341420.625 | 0 | | 3144307 | 108226 | None | PWD SR 2023-24 ,V-1,Page No 7 Item No1.8. | 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.
---- 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 | 1902.3 | False | None | None | False | None | False | 946774.71 | 0 | | 3144308 | 108226 | None | PWD SR 2023-24 ,V-1,Page No 15 Item No2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates including cost of formwork. ---- 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 | 5.72 | False | None | None | False | None | False | 37768.4164 | 0 | | 3144309 | 108226 | None | PWD SR 2023-24 ,V-1,Page No 16 Item No2.4.2 | 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. ---- 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 | 7170.28 | 7170.28 | 48.86 | False | None | None | False | None | False | 350339.8808 | 0 | | 3144310 | 108226 | None | V-1,Page No 18 Item No2.11.C | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges
---- 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. | t | 90754.7 | 90754.7 | 1.24 | False | None | None | False | None | False | 112535.828 | 0 |
| | 1716378131000 | 0 | None | None | Roads | Road Furniture | 892902.86 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3144311 | 108227 | None | PWD SR 2023-24 ,V-3,Pg. No. 65 I. No.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 ---- 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 | 3.6 | False | None | None | False | None | False | 34057.8 | 0 | | 3144312 | 108227 | None | PWD SR 2023-24 ,V-3,Pg. No. 64 I. No.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:67:2012.90 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 | 16.0 | False | None | None | False | None | False | 78691.2 | 0 | | 3144313 | 108227 | None | PWD SR 2023-24 ,V-3,Pg. No. 64 I. No.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:67:2012.60 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 | 7.0 | False | None | None | False | None | False | 31582.95 | 0 | | 3144314 | 108227 | None | PWD SR 2023-24 ,V-3,Pg. No. 64 I. No.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:67:2012.90 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 | 3.0 | False | None | None | False | None | False | 20481.3 | 0 | | 3144315 | 108227 | None | PWD SR 2023-24 ,V-3,Pg. No. 67 I. No.8.15 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.
(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) ---- 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 | 369.8 | False | None | None | False | None | False | 205793.7 | 0 | | 3144316 | 108227 | None | PWD SR 2023-24 ,V-3,Pg. No. 74 I. No.8.43 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the 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. ---- 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 | 197.0 | False | None | None | False | None | False | 75500.25 | 0 | | 3144317 | 108227 | None | PWD SR 2023-24 ,V-3,Pg. No. 67 I. No.8.16(ii) | Reinforced cement concrete M-15 Grade kilometer stone of Standard design as per IRC:8-1980, fixing in position including painting and printing etc. MORTH Specification No.805
(ii) Ordinary kilometer stone (precast
---- 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 | 2.0 | False | None | None | False | None | False | 6146.7 | 0 | | 3144318 | 108227 | None | PWD SR 2023-24 ,V-3,Pg. No. 67 I. No.8.16(iii) | Reinforced cement concrete M-15 Grade kilometer stone of Standard design as per IRC:8-1980, fixing in position including painting and printing etc. MORTH Specification No.805
(iii) 200 m stone (precast)
---- 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 | 6.0 | False | None | None | False | None | False | 5304.6 | 0 | | 3144319 | 108227 | None | PWD SR 2023-24 ,V-3,Pg. No. 67 I. No.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. ---- 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 | 6.48 | False | None | None | False | None | False | 13750.884 | 0 | | 3144320 | 108227 | None | PWD SR 2023-24 ,V-3,Pg. No. 67 I. No.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. ---- 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 | 20.0 | False | None | None | False | None | False | 42441.0 | 0 | | 3144321 | 108227 | None | PWD SR 2023-24 ,V-1,Pg. No. 8 I. No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a 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
---- 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 | 172.8 | False | None | None | False | None | False | 18506.88 | 0 | | 3144322 | 108227 | None | PWD SR 2023-24 ,V-3,Pg. No. 71 I. No.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. ---- 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. | m | 2322.6 | 2322.6 | 140.0 | False | None | None | False | None | False | 325164.0 | 0 | | 3144323 | 108227 | None | PWD SR 2023-24 ,V-3,Pg. No. 64 I. No.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:67:2012.60 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 | 8.0 | False | None | None | False | None | False | 35481.6 | 0 |
| | 1716378131000 | 0 | None | None | Roads | Utility Shifting - Electrical Pole Shifting | 313151.16 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3144324 | 108228 | None | 1.1 | Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr LongSteel/RCC/PSCC supports as per approved Drawing. Ordinary Soil
---- 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. | Per Pit | 660.45 | 660.45 | 9.0 | False | None | None | False | None | False | 5944.05 | 0 | | 3144325 | 108228 | None | 1.01 | RCC Pole - 9 Mtr Long, 145 Kg WL
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/02 Dtd 24.11.2018) as per IS-785
---- 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 | 7429.8 | 7429.8 | 9.0 | False | None | None | False | None | False | 66868.2 | 0 | | 3144326 | 108228 | None | 2.02 | Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth
---- 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 | 1168.65 | 1168.65 | 9.0 | False | None | None | False | None | False | 10517.85 | 0 | | 3144327 | 108228 | None | 1.06 | PSCC Pole - 9 Mtr Long, 200 Kg WL
(Dwg No. For KPTCL & ESCOMs /GM/QS&S/50 Dtd 24.11.2018)
as per REC Standards
---- 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 | 4408.95 | 4408.95 | 3.0 | False | None | None | False | None | False | 13226.85 | 0 | | 3144328 | 108228 | None | 2.02 | Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth
---- 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 | 1168.65 | 1168.65 | 3.0 | False | None | None | False | None | False | 3505.95 | 0 | | 3144329 | 108228 | None | 2.03 | 11 kV, Special 3 Pin Cross Arm - MS
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/03 Dtd 24.11.2018 ---- 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. | No | 922.95 | 922.95 | 9.0 | False | None | None | False | None | False | 8306.55 | 0 | | 3144330 | 108228 | None | 3.01 | 11 kV, Cross Arm with HT Top Support
(glass reinforced hot pressed SMC compound)"
---- 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. | Set | 754.95 | 754.95 | 9.0 | False | None | None | False | None | False | 6794.55 | 0 | | 3144331 | 108228 | None | 6.05 | 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod)
---- 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. | No | 215.25 | 215.25 | 27.0 | False | None | None | False | None | False | 5811.75 | 0 | | 3144332 | 108228 | None | 6.08 | DISC Insulator 45 kN Porcelain
---- 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 | 535.5 | 535.5 | 3.0 | False | None | None | False | None | False | 1606.5 | 0 | | 3144333 | 108228 | None | 1.7 | Digging of Pit for GUY SET
Ordinary Soil ---- 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. | Per Pit | 343.35 | 343.35 | 4.0 | False | None | None | False | None | False | 1373.4 | 0 | | 3144334 | 108228 | None | 6.05 | Releasing of Rabbit Conductor
---- 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. | Per Km | 4212.6 | 4212.6 | 1.215 | False | None | None | False | None | False | 5118.309 | 0 | | 3144335 | 108228 | None | 7.02 | ACSR Conductor as per IS-398 (Part - 2/1996)Rabbit ACSR(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM
---- 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. | Kms | 48545.7 | 48545.7 | 1.125 | False | None | None | False | None | False | 54613.9125 | 0 | | 3144336 | 108228 | None | 6.02 | Stringing of Rabbit Conductor (including pin binding, providing
jumps, dead ending, etc.,)
---- 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. | Per Km | 5494.65 | 5494.65 | 1.125 | False | None | None | False | None | False | 6181.48125 | 0 | | 3144337 | 108228 | None | 9.03 | PG Clamp Rabbit to Rabbit
---- 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. | No | 107.1 | 107.1 | 27.0 | False | None | None | False | None | False | 2891.7 | 0 | | 3144338 | 108228 | None | 10.06 | T - Clamp for Rabbit conductor with hot dipped galvanized bolts, nuts and washers
---- 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. | Set | 331.8 | 331.8 | 27.0 | False | None | None | False | None | False | 8958.6 | 0 | | 3144339 | 108228 | None | 2.05 | LT 4 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/ GM/QS&S/32 Dtd 24.11.2018) ---- 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. | No | 303.45 | 303.45 | 1.0 | False | None | None | False | None | False | 303.45 | 0 | | 3144340 | 108228 | None | 2.07 | LT 2 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/32 Dtd 24.11.2018)
---- 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. | No | 138.6 | 138.6 | 1.0 | False | None | None | False | None | False | 138.6 | 0 | | 3144341 | 108228 | None | 5.02 | Labour charges fixing of LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MSa) For RCC Pole
---- 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. | Set | 128.1 | 128.1 | 1.0 | False | None | None | False | None | False | 128.1 | 0 | | 3144342 | 108228 | None | 5.01 | Labour charges Fixing of LT 2 Pin Cross Arm with clamps, bolts, nuts & washers with braces - MSa) For RCC Pole
---- 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. | Set | 128.1 | 128.1 | 1.0 | False | None | None | False | None | False | 128.1 | 0 | | 3144343 | 108228 | None | 6.03 | 1.1 kV Ceramic Pin Insulator (Shell only)
---- 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 | 32.55 | 32.55 | 5.0 | False | None | None | False | None | False | 162.75 | 0 | | 3144344 | 108228 | None | 6.06 | No. 8 Strain Insulator
---- 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 | 28.35 | 28.35 | 5.0 | False | None | None | False | None | False | 141.75 | 0 | | 3144345 | 108228 | None | 2.16 | Spiral Earth Electrode
---- 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 | 12.0 | False | None | None | False | None | False | 3011.4 | 0 | | 3144346 | 108228 | None | 4.03 | Guarding for Road crossing, Telephone Line Crossing, between HT & LT Line Crossing
---- 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 | 97.65 | 97.65 | 12.6 | False | None | None | False | None | False | 1230.39 | 0 | | 3144347 | 108228 | None | 24.01 | 11 kV, GOS
a) 200 Amps, Single Break "
---- 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. | Set | 9922.5 | 9922.5 | 1.0 | False | None | None | False | None | False | 9922.5 | 0 | | 3144348 | 108228 | None | 13.02 | Labour for 11 kV, GOS
a) 200 Amps, Single Break"
---- 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. | Set | 1159.2 | 1159.2 | 1.0 | False | None | None | False | None | False | 1159.2 | 0 | | 3144349 | 108228 | None | 1.8.1.a | a) Pole base for 11/9.5/9/8 Mtr supports (500x650x150mm)
---- 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 | 286.65 | 286.65 | 12.0 | False | None | None | False | None | False | 3439.8 | 0 | | 3144350 | 108228 | None | 1.8.1.b | b Pole base for 9 Mtr Square Pole (650x650x150mm)
---- 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 | 371.7 | 371.7 | 12.0 | False | None | None | False | None | False | 4460.4 | 0 | | 3144351 | 108228 | None | 1.8.2 | B) Pole Concreting with CC 1:2:4 (without coping)
9 Mtr support (650x500x1700mm)
---- 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 | 3315.9 | 3315.9 | 12.0 | False | None | None | False | None | False | 39790.8 | 0 | | 3144352 | 108228 | None | 1.8.2.g | Guy concreting with Boulders, Mud & SandAs per Drawing No. For KPTCL & ESCOMs/GM/CP/7/dt: 24.10.07.(with out cement)
---- 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 | 210.0 | 210.0 | 1.0 | False | None | None | False | None | False | 210.0 | 0 | | 3144353 | 108228 | None | 21.02 | Transporation by Head Load where ever there is no
accessability for transporation by vechicle"
for Poles 25 to 105 Mtr
---- 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. | Per Pole | 299.25 | 299.25 | 9.0 | False | None | None | False | None | False | 2693.25 | 0 | | 3144354 | 108228 | None | 22.02 | For ACSR Conductors 25 to 105 Mtr
---- 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. | Per Km | 129.15 | 129.15 | 1.215 | False | None | None | False | None | False | 156.91725 | 0 | | 3144355 | 108228 | None | 26.02 | 9 Mtr RCC/PSCC Pole
---- 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. | No | 149.1 | 149.1 | 9.0 | False | None | None | False | None | False | 1341.9 | 0 | | 3144356 | 108228 | None | 5.06 | Fixing of HT/LT Single Top Support
---- 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 | 117.6 | 117.6 | 9.0 | False | None | None | False | None | False | 1058.4 | 0 | | 3144357 | 108228 | None | 6.08 | DISC Insulator 45 kN Porcelain
---- 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. | No | 535.5 | 535.5 | 3.0 | False | None | None | False | None | False | 1606.5 | 0 | | 3144358 | 108228 | None | 24.01 | GOS as per IS-9921, IS-1977
174 11 kV, 200 Amps Single Break GOS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/23 Dtd 24.11.2018)"
---- 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. | Set | 9922.5 | 9922.5 | 1.0 | False | None | None | False | None | False | 9922.5 | 0 | | 3144359 | 108228 | None | 27.02 | 63 kVA
---- 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. | No | 299.25 | 299.25 | 1.0 | False | None | None | False | None | False | 299.25 | 0 | | 3144360 | 108228 | None | 27.07 | 63 kVA
---- 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. | No | 299.25 | 299.25 | 1.0 | False | None | None | False | None | False | 299.25 | 0 | | 3144361 | 108228 | None | 26.01 | DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63 Dtd 24.11.2018)
---- 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. | Set | 6721.05 | 6721.05 | 2.0 | False | None | None | False | None | False | 13442.1 | 0 | | 3144362 | 108228 | None | 54.01 | GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg
---- 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. | Set | 780.15 | 780.15 | 4.0 | False | None | None | False | None | False | 3120.6 | 0 | | 3144363 | 108228 | None | 54.02 | Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each
---- 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. | Set | 709.8 | 709.8 | 4.0 | False | None | None | False | None | False | 2839.2 | 0 | | 3144364 | 108228 | None | 54.03 | Good Quality Salt for grounding purposes packed in 50 Kg gunny bag
---- 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. | Set | 325.5 | 325.5 | 4.0 | False | None | None | False | None | False | 1302.0 | 0 | | 3144365 | 108228 | None | 54.04 | Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified
---- 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. | Set | 2280.6 | 2280.6 | 4.0 | False | None | None | False | None | False | 9122.4 | 0 |
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