| 1725617655000 | 0 | None | None | Other Works | Item rate contract for Construction and commissioning of all works with 2-years defect liability and 2-years maintenance period which will run concurrently from the last date of the completion of the project for the work of Development of Site and Service Scheme at Sy no 54, 94, 96, 97, 164 & 166 of BLOCK 12A an extent of 12 acr 08 gunta Suryanagara 4th Phase, at Kadujakkanhalli Village, Jigani Hobali, Anekal Taluk, Bengaluru Urban District | 74001626.97 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3934848 | 152078 | None | code01 | Site Clearance - 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.
(iii) By Mechanical means using Motor Grader in area of
Light jungle
Ref. to MoRT&H Spec.201 (SR Vol iii Roads and Bridges) Total Area ,Deduct 30% For Voids Net Area For Clearing and Grubbing By Mechanical Means using Dozer (In area of light jungle) 100SQM= RS.393.00 | Sqm | 404.79 | 404.79 | 344.2599 | False | None | None | False | None | False | 139352.964921 | 0 | | 3934849 | 152078 | None | code02 | Removal of stumps and roots including backfilling with suitable material to required compaction
Ref. to MoRT&H Spec.201 (SR Vol iii Roads and Bridges) Girth from 300 mm to 600 mm | Each | 366.68 | 366.68 | 200.0 | False | None | None | False | None | False | 73336.0 | 0 | | 3934850 | 152078 | None | code03 | 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. Considering the total area
In all kinds of soils upto 300 mm depth
(Ref Vol i Common SR) Considering the total area Considering the Average 0.20m cutting 100% | Cum | 97.85 | 97.85 | 9874.31 | False | None | None | False | None | False | 966201.2335 | 0 | | 3934851 | 152078 | None | code04 | 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 ( Ref Vol i Common SR) Considering the total area Considering the Average 1.50m cutting of 30% area In all kinds of soils Depth upto 3 m at 85% . | Cum | 105.06 | 105.06 | 18884.63 | False | None | None | False | None | False | 1984019.2278 | 0 | | 3934852 | 152078 | None | code05 | 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 ( Ref Vol i Common SR) Considering the total area Considering the Average 1.50m cutting of 30% are. In In ordinary/soft rock without blasting upto 1.5 m depth at 10% | Cum | 373.89 | 373.89 | 2221.72 | False | None | None | False | None | False | 830678.8908 | 0 | | 3934853 | 152078 | None | code06 | KSRRB M300-16.1. Excavation for roadway in hard rock by mechanical means (blasting prohibited) including breaking rock, loading in tippers and disposing with all lead and lifts trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections complete as per specifications.
MORTH Specification No. 301 Considering the 5% of the Total Qty In Hard Rock (blasting prohibited) Depth upto 1.50m | Cum | 570.62 | 570.62 | 1110.86 | False | None | None | False | None | False | 633878.9332 | 0 | | 3934854 | 152078 | None | code07 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction
(Ref Vol i Common SR) Total Cluster area Considering 80% for Cluster area 75% of avalable cutting quantity | Cum | 122.57 | 122.57 | 15829.76 | False | None | None | False | None | False | 1940253.6832 | 0 | | 3934855 | 152078 | None | code08 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including
cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. If the height of embankment construction is more than 1.50 m add 5% per CUM for every 1.50 m height Total Cluster area Balance qty | Cum | 488.22 | 488.22 | 3086.24 | False | None | None | False | None | False | 1506764.0928 | 0 | | 3934856 | 152078 | None | code09 | Boundary stone and sign board - Boundry Pillar:- Reinforced cement concrete M15 grade
boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding
painting complete as per specifications.
Ref. to MoRT&H Spec. 807 (SR Vol iii Roads and Bridges) Avg 3 Nos. for each sites (which includes Property Numbering stone in the middle) | Each | 770.44 | 770.44 | 232.0 | False | None | None | False | None | False | 178742.08 | 0 | | 3934857 | 152078 | None | code10 | Painting on concrete surface
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
Ref. to MoRT&H Spec. 800 (SR Vol iii Roads and Bridges) Total Nos (0.4*(0.20+0.20+0.20+0.20) | Sqm | 86.52 | 86.52 | 74.24 | False | None | None | False | None | False | 6423.2448 | 0 | | 3934858 | 152078 | None | code11 | Painting new letter and figures of any shade.
Printing new letter and figures of any shade with synthetic
enamel paint black or any other approved colour to give an
even shade
“ MORTH Specification No.801 (SR Vol iii Roads and Bridges) Lettering for Plot Stone | cm | 1.65 | 1.65 | 77400.0 | False | None | None | False | None | False | 127710.0 | 0 | | 3934859 | 152078 | None | code12 | Providing and fixing RCC name board of size 1.35xk0.60x0.04 mtrs fixed in reinforced cement concrete poles of size 0.10x0.10x2.6mtrs in cement concrete M20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:3 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 mtrs with cement concrete 1:3:6 proportion.The board shall be fixed as per the drawing and at the place indicated by the Engineering charge of the work. The cost includes excavation, cost of all materials, cost of steel, centering, transportation charge, fixing charges etc., The work shall be carried out as per the detailed specification, drawings and directions of the Engin eer in charge of the work (Ref SR 2023-24)(SR Vol iii Roads and Bridges) Providing and fixing RCC Sign Board 2 nos per road , For 9 m wide roads For 12m wide roads | Each | 6036.83 | 6036.83 | 12.0 | False | None | None | False | None | False | 72441.96 | 0 | | 3934860 | 152078 | None | code13 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (Ref SR 2023-24)(SR Vol iii Roads and Bridges) Providing and constructing informatory name board at 2 locations at Each Block | Each | 9270.0 | 9270.0 | 2.0 | False | None | None | False | None | False | 18540.0 | 0 | | 3934861 | 152078 | None | code14 | Planting of trees, by the road side (Avenue tree ) in 0.6m dia holes 1meter deep dug in the ground, mixing soil with decayed farmyard/ sludge manure, planting the saplings, backfilling the trench, watering fixing the tree guard and maintaining the plants for one year complete as per specifications
(Ref SR 2023-24) Trees in front of each sites+parks/CA/COMM. | Each | 1081.5 | 1081.5 | 250.0 | False | None | None | False | None | False | 270375.0 | 0 | | 3934862 | 152078 | None | code15 | Road Work : 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 ( Ref Vol i Common SR) Considering average 0.75 m depth of Road Area, Excavation for Box cutting for roads( Crest Thickness), 9.0 m wide Roads, 12.0 m wide Roads, 18.0 m wide Roads . In all kinds of soils Depth upto 3 m at 80% of total qty | Cum | 105.06 | 105.06 | 11431.42 | False | None | None | False | None | False | 1200984.9852 | 0 | | 3934863 | 152078 | None | code16 | Road Work : 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 ( Ref Vol i Common SR) Considering average 0.75 m depth of Road Area, Excavation for Box cutting for roads( Crest Thickness), 9.0 m wide Roads, 12.0 m wide Roads, 18.0 m wide Roads In ordinary/soft rock without blasting upto 1.5 m depth at 15% . | Cum | 373.89 | 373.89 | 2143.39 | False | None | None | False | None | False | 801392.0871 | 0 | | 3934864 | 152078 | None | code17 | Earth work excavation for Foundation by Mechanical
means depth upto 1.50m, as per drawing and technical
specifications, including setting out, shoring,
strutting, barricading, caution lights, including Cost of
explosives, dressing of excavated surfaces, disposing
off or levelling the excavated stuff or sorting & stacking
the selected stuff for reuse in a radius of 50 m and lift
upto 1.5 m including Cost of labour, blasting materials,
tools, usage of Machinery & all other appurtenaces
required to complete the work. In Hard Rock (blasting prohibited) Depth upto 1.50m | Cum | 570.62 | 570.62 | 714.46 | False | None | None | False | None | False | 407685.1652 | 0 | | 3934865 | 152078 | None | code18 | Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement (Ref Vol i Common SR), Construction of Embankment with Material Obtained from Roadway cutting, Considering 70% of Road area for Embankment, Considering average embankment depth 2.0m, available earth | Cum | 122.57 | 122.57 | 13574.81 | False | None | None | False | None | False | 1663864.4617 | 0 | | 3934866 | 152078 | None | code19 | 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, 305.4., Existing Road | Sqm | 6.18 | 6.18 | 592.5 | False | None | None | False | None | False | 3661.65 | 0 | | 3934867 | 152078 | None | code20 | 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. Road Area 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads | Cum | 488.22 | 488.22 | 6137.41 | False | None | None | False | None | False | 2996406.3102 | 0 | | 3934868 | 152078 | None | code21 | 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.
Ref. to MoRT&H Spec.305.3.4 (Vol iii Roads and bridges SR) Compaction of original ground Road Area 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads | Cum | 108.15 | 108.15 | 1625.04 | False | None | None | False | None | False | 175748.076 | 0 | | 3934869 | 152078 | None | code22 | A.Plant mix method
Construction of Granular Sub-Base of required grading as
per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
For Grading-II Material (Vol iii Roads and bridges SR) Compaction of origin ground 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads | Cum | 2636.8 | 2636.8 | 1625.04 | False | None | None | False | None | False | 4284905.472 | 0 | | 3934870 | 152078 | None | code23 | 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,(Vol iii Roads and bridges SR) 305 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads | Cum | 507.79 | 507.79 | 1350.14 | False | None | None | False | None | False | 685587.5906 | 0 | | 3934871 | 152078 | None | code24 | A.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, (Vol iii Roads and bridges SR), 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads | Cum | 2635.77 | 2635.77 | 1205.44 | False | None | None | False | None | False | 3177262.5888 | 0 | | 3934872 | 152078 | None | code25 | 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 0.90 kg per m2 using mechanical means.
MORTH specification No. 502, (Vol iii Roads and bridges SR) 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads | Sqm | 54.59 | 54.59 | 5584.0 | False | None | None | False | None | False | 304830.56 | 0 | | 3934873 | 152078 | None | code26 | Bituminous Macadam Grading - II for traffic Less than 20 MSA
Providing and laying Bituminous Macadam with 120 TPH
capacity hot mix plant batch type using crushed aggregates
of specified grading premixed with bituminous binder
VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction
MORTH specification No. 504, (Vol iii Roads and bridges SR) 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads | Cum | 7967.05 | 7967.05 | 279.2 | False | None | None | False | None | False | 2224400.36 | 0 | | 3934874 | 152078 | None | code27 | Tack coat on Bituminous surface
Providing and applying tack coat with VG-10 Bitumen using
pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom complete as per specification.
MORTH specification No. 503, (Vol iii Roads and bridges SR) For Layout Roads 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads | Sqm | 12.36 | 12.36 | 5584.0 | False | None | None | False | None | False | 69018.24 | 0 | | 3934875 | 152078 | None | code28 | Providing and laying Semi Dense Bituminous Concrete with
40/60 TPH capacity hot mix plant batch type using crushed
aggregates of specified grading premixed with bituminous
binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads | Cum | 10456.56 | 10456.56 | 139.6 | False | None | None | False | None | False | 1459735.776 | 0 | | 3934876 | 152078 | None | code29 | 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
MORTH Specification No. 803, (Vol iii Roads and bridges SR) ,Road Markings 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads | Sqm | 545.9 | 545.9 | 537.6 | False | None | None | False | None | False | 293475.84 | 0 | | 3934877 | 152078 | None | code30 | 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, (Vol iii Roads and bridges SR) (i)Single row for one utility service 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads | Mtr | 2278.36 | 2278.36 | 375.6 | False | None | None | False | None | False | 855752.016 | 0 | | 3934878 | 152078 | None | code31 | Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover..
(Ref BWSSB) (Vol 5 SR) 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads | No | 4363.08 | 4363.08 | 76.0 | False | None | None | False | None | False | 331594.08 | 0 | | 3934879 | 152078 | None | code32 | RCC Storm Drains: 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 ( Ref Vol i Common SR) 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads In all kinds of soils Depth upto 3 m at 75 % of total qty | Cum | 105.06 | 105.06 | 2064.07 | False | None | None | False | None | False | 216851.1942 | 0 | | 3934880 | 152078 | None | code33 | 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 ( Ref Vol i Common SR) In ordinary/soft rock without blasting upto 1.5 m depth at 15 % of total qty | Cum | 373.89 | 373.89 | 412.81 | False | None | None | False | None | False | 154345.5309 | 0 | | 3934881 | 152078 | None | code34 | KSRRB M300-16.1. Excavation for roadway in hard rock by mechanical means (blasting prohibited) including breaking rock, loading in tippers and disposing with all lead and lifts trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections complete as per specifications.
MORTH Specification No. 301 , In Hard Rock (blasting prohibited) Depth upto 1.50m at 10 % of total qty | Cum | 570.62 | 570.62 | 275.21 | False | None | None | False | None | False | 157040.3302 | 0 | | 3934882 | 152078 | None | code35 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)
Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads Basic rate of Concrete Addendum I Percentage Additionalities for Formwork,
Centering & Scaffolding, sl no-3, Foundation, Sub structure of Cross drainages, 5% | Cum | 6477.1 | 6477.1 | 292.84 | False | None | None | False | None | False | 1896753.964 | 0 | | 3934883 | 152078 | None | code36 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately)
M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates Including Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. 9mtr road, sides,bottom 12mtr road, sides,bottom, 18mtr road, sides,bottom, basic rate of concrete Addendum I Percentage Additionalities for Formwork,
Centering & Scaffolding, sl no-4,Cement Concrete Drain Walls, 35% | Cum | 8792.13 | 8792.13 | 539.48 | False | None | None | False | None | False | 4743178.2924 | 0 | | 3934884 | 152078 | None | code37 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification.- All other type of structures | Tonne | 81381.33 | 81381.33 | 24.49 | False | None | None | False | None | False | 1993028.7717 | 0 | | 3934885 | 152078 | None | code38 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. sides of drains 9mtr road, sides,bottom 12mtr road, sides,bottom, 18mtr road, sides,bottom | Cum | 164.8 | 164.8 | 845.81 | False | None | None | False | None | False | 139389.488 | 0 | | 3934886 | 152078 | None | code39 | RCC Culverts: 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 ( Ref Vol i Common SR) 9.0 m wide road, 12.0 m wide Roads, In all kinds of soils Depth upto 3 m at 75 % of total qty | Cum | 105.06 | 105.06 | 81.7 | False | None | None | False | None | False | 8583.402 | 0 | | 3934887 | 152078 | None | code40 | 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 ( Ref Vol i Common SR) In ordinary/soft rock without blasting upto 1.5 m depth at 15 % of total qty | Cum | 373.89 | 373.89 | 16.34 | False | None | None | False | None | False | 6109.3626 | 0 | | 3934888 | 152078 | None | code41 | KSRRB M300-16.1. Excavation for roadway in hard rock by mechanical means (blasting prohibited) including breaking rock, loading in tippers and disposing with all lead and lifts trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections complete as per specifications.
MORTH Specification No. 301, In Hard Rock (blasting prohibited) Depth upto 1.50m at
10 % of total qty | Cum | 570.62 | 570.62 | 10.89 | False | None | None | False | None | False | 6214.0518 | 0 | | 3934889 | 152078 | None | code42 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork
shall be paid separately)
Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregate 9m road 12m Road Basic rate of Concrete ,Addendum I Percentage Additionalities for Formwork,
Centering & Scaffolding, sl no-3, Foundation, Sub structure of Cross drainages, 5% | Cum | 6477.1 | 6477.1 | 11.21 | False | None | None | False | None | False | 72608.291 | 0 | | 3934890 | 152078 | None | code43 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately)
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 9M Road,base concrete, Side wall,Parapet Wall 12M Road, Base Concrete, Side wall, Parapet Wall Basic rate concrete Addendum I Percentage Additionalities for Formwork,
Centering & Scaffolding, sl no-8, Culverts (Head walls), 8% | Cum | 7048.17 | 7048.17 | 32.06 | False | None | None | False | None | False | 225964.3302 | 0 | | 3934891 | 152078 | None | code44 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Including Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. Deck Slab - 9m road , 12m Road Basic rate of Concrete Addendum I Percentage Additionalities for Formwork,
Centering & Scaffolding, sl no-8, Culverts (Head walls), 8% | Cum | 7612.15 | 7612.15 | 14.69 | False | None | None | False | None | False | 111822.4835 | 0 | | 3934892 | 152078 | None | code45 | KSRRB M2200-9. 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 including cost of materials, labour, HOM complete as per specifications.
MORTH Specification No. 710.1.4.of IRC:78 and 2200 For side walls - 9m road , 12m Road | Cum | 2757.31 | 2757.31 | 54.47 | False | None | None | False | None | False | 150190.6757 | 0 | | 3934893 | 152078 | None | code46 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification.- All other type of structures Consider 110kgs per Cum of Concrete | Tonne | 81381.33 | 81381.33 | 5.14 | False | None | None | False | None | False | 418300.0362 | 0 | | 3934894 | 152078 | None | code47 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. Filling of sides of excavation, for 9m road, For 12m road. | Cum | 164.8 | 164.8 | 27.23 | False | None | None | False | None | False | 4487.504 | 0 | | 3934895 | 152078 | None | code48 | UGD Package: earthwork - Mechanical, Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. For UGD networ and For house onnects machine hole (3.142/4x1.5x1.5), for manhole (3.14/4xDxDxdepth) (0 to 2 mts Depth) For 1.2 m dia, 1M depth, 2M depth, 3M depth, 4M depth, 5m Depth All kinds of soils. Depth upto 1.50 m | Cum | 269.86 | 269.86 | 2805.97 | False | None | None | False | None | False | 757219.0642 | 0 | | 3934896 | 152078 | None | code49 | UGD Package: earthwork - Mechanical, Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. For UGD networ and For house onnects machine hole (3.142/4x1.5x1.5), for manhole (3.14/4xDxDxdepth) (0 to 2 mts Depth) For 1.2 m dia, 1M depth, 2M depth, 3M depth, 4M depth, 5m Depth Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 340.93 | 340.93 | 1510.91 | False | None | None | False | None | False | 515114.5463 | 0 | | 3934897 | 152078 | None | code50 | Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. 15% of total quantity Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m | Cum | 467.62 | 467.62 | 561.19 | False | None | None | False | None | False | 262423.6678 | 0 | | 3934898 | 152078 | None | code51 | Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. 15% of total quantity Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 573.71 | 573.71 | 302.18 | False | None | None | False | None | False | 173363.6878 | 0 | | 3934899 | 152078 | None | code52 | Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.
(Ref Vol i Common SR), 10% of total quantity Hard rock (blasting prohibited) Depth upto 1.50 m | Cum | 1044.42 | 1044.42 | 374.13 | False | None | None | False | None | False | 390748.8546 | 0 | | 3934900 | 152078 | None | code53 | Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.
(Ref Vol i Common SR), 10% of total quantity Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 1153.6 | 1153.6 | 201.45 | False | None | None | False | None | False | 232392.72 | 0 | | 3934901 | 152078 | None | code54 | Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. complete with all lead and lift with:
Murrum (BWSSB SOR CODE A107B), Main Lines, Service Connections | Cum | 375.95 | 375.95 | 125.98 | False | None | None | False | None | False | 47362.181 | 0 | | 3934902 | 152078 | None | code55 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ram ming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. Total Excavation Quantity , Sand bed and murrum 1M depth, 2M depth, 3M depth, 4M depth, 5m Depth | Cum | 164.8 | 164.8 | 5501.33 | False | None | None | False | None | False | 906619.184 | 0 | | 3934903 | 152078 | None | code56 | Supplying UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:
Pipes of SN8 Self Fit 160mm Dia, | Mtr | 635.51 | 635.51 | 860.0 | False | None | None | False | None | False | 546538.6 | 0 | | 3934904 | 152078 | None | code57 | Supplying UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:
Pipes of SN8 Self Fit 200mm Dia, | Mtr | 916.7 | 916.7 | 360.0 | False | None | None | False | None | False | 330012.0 | 0 | | 3934905 | 152078 | None | code58 | Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey
RCC RCC NP3 Class pipe. RCC NP3 Class pipe of 500 mm dia. | Mtr | 2670.79 | 2670.79 | 370.0 | False | None | None | False | None | False | 988192.3 | 0 | | 3934906 | 152078 | None | code59 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:
Pipes of SN 8, 125mm dia | Mtr | 457.32 | 457.32 | 760.0 | False | None | None | False | None | False | 347563.2 | 0 | | 3934907 | 152078 | None | code60 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:
Pipes of SN 8, For supplying and fixing of specials like Elbows, Tees, Couplers, Saddle, reducers and Bend Etc. | No | 963.05 | 963.05 | 80.0 | False | None | None | False | None | False | 77044.0 | 0 | | 3934908 | 152078 | None | code61 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the
conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot
steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty cover and frame.For 1.2m dia. 1M depth | Each | 25079.47 | 25079.47 | 26.0 | False | None | None | False | None | False | 652066.22 | 0 | | 3934909 | 152078 | None | code62 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the
conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot
steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty cover and frame.For 1.2m dia. 2M depth | Each | 47848.65 | 47848.65 | 11.0 | False | None | None | False | None | False | 526335.15 | 0 | | 3934910 | 152078 | None | code63 | Construction of RCC Machinehole chambers of 1:1.5:3 proportion or approved type Cast-insitu / Pre-cast RCC Machinehole chambers, constructed using form vibrators of standard type, with barricading, danger lighting and using of sight rails and boning rods wherever necessary, shoring and strutting wherever required using Ordinary Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down graded jelly, well graded sand and steel of approved quality, 200 mm
thick top concrete slab, having wall thickness and raftthickness as in approved drawings and with an offset in raft alround the chamber as in approved drawing, benching concrete with 1:6 slope towards the central drain finished smooth, including fixing and grouting of pipes, including conveying to work spot supply and fixing SFRC Machinehole cover and frame (Heavy duty) conforming to IS:12592 with latest amendments, on a bed of CC 1:2:4 Providing and fixing of minimum 3 mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia. Grade Fe-500 steel bar (as per IS 1786) staggered at 300 mm apart as detailed in Technical specifications, including stone grit beding wherever with flow direction on the inner cylindrical surface etc., complete including cost of reinforcement steel and fabrication charges and also cost and conveyance of all materials, labour with all lead and lifts. The Pre-cast RCC Machinehole are for various diamters and depths as stated below and as per detailed drawings, specifications and direction of the Engineer.
For 1.2m dia Machinehole: Constructing Pre-cast RCC Machinehole 1.5 m internal dia. , 3.0 M depth & SFRC cover & frame | Each | 97495.68 | 97495.68 | 8.0 | False | None | None | False | None | False | 779965.44 | 0 | | 3934911 | 152078 | None | code64 | Construction of RCC Machinehole chambers of 1:1.5:3 proportion or approved type Cast-insitu / Pre-cast RCC Machinehole chambers, constructed using form vibrators of standard type, with barricading, danger lighting and using of sight rails and boning rods wherever necessary, shoring and strutting wherever required using Ordinary Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down graded jelly, well graded sand and steel of approved quality, 200 mm
thick top concrete slab, having wall thickness and raftthickness as in approved drawings and with an offset in raft alround the chamber as in approved drawing, benching concrete with 1:6 slope towards the central drain finished smooth, including fixing and grouting of pipes, including conveying to work spot supply and fixing SFRC Machinehole cover and frame (Heavy duty) conforming to IS:12592 with latest amendments, on a bed of CC 1:2:4 Providing and fixing of minimum 3 mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia. Grade Fe-500 steel bar (as per IS 1786) staggered at 300 mm apart as detailed in Technical specifications, including stone grit beding wherever with flow direction on the inner cylindrical surface etc., complete including cost of reinforcement steel and fabrication charges and also cost and conveyance of all materials, labour with all lead and lifts. The Pre-cast RCC Machinehole are for various diamters and depths as stated below and as per detailed drawings, specifications and direction of the Engineer.
For 1.2m dia Machinehole: Constructing Pre-cast RCC Machinehole 1.5 m internal dia. , 4.0 M depth & SFRC cover & frame | Each | 116895.73 | 116895.73 | 2.0 | False | None | None | False | None | False | 233791.46 | 0 | | 3934912 | 152078 | None | code65 | Construction of RCC Machinehole chambers of 1:1.5:3 proportion or approved type Cast-insitu / Pre-cast RCC Machinehole chambers, constructed using form vibrators of standard type, with barricading, danger lighting and using of sight rails and boning rods wherever necessary, shoring and strutting wherever required using Ordinary Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down graded jelly, well graded sand and steel of approved quality, 200 mm
thick top concrete slab, having wall thickness and raftthickness as in approved drawings and with an offset in raft alround the chamber as in approved drawing, benching concrete with 1:6 slope towards the central drain finished smooth, including fixing and grouting of pipes, including conveying to work spot supply and fixing SFRC Machinehole cover and frame (Heavy duty) conforming to IS:12592 with latest amendments, on a bed of CC 1:2:4 Providing and fixing of minimum 3 mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia. Grade Fe-500 steel bar (as per IS 1786) staggered at 300 mm apart as detailed in Technical specifications, including stone grit beding wherever with flow direction on the inner cylindrical surface etc., complete including cost of reinforcement steel and fabrication charges and also cost and conveyance of all materials, labour with all lead and lifts. The Pre-cast RCC Machinehole are for various diamters and depths as stated below and as per detailed drawings, specifications and direction of the Engineer.
For 1.2m dia Machinehole: Constructing Pre-cast RCC Machinehole 1.5 m internal dia. , 5.0 M depth & SFRC cover & frame | Each | 142903.23 | 142903.23 | 2.0 | False | None | None | False | None | False | 285806.46 | 0 | | 3934913 | 152078 | None | code66 | External WS package - earth Work By Mechanica lEarth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling
the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.For Main lines For House connection All kinds of soils Depth upto 1.50m at
75 % of total qty | Cum | 269.86 | 269.86 | 1264.88 | False | None | None | False | None | False | 341340.5168 | 0 | | 3934914 | 152078 | None | code67 | Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following
strata .Ordinary/soft rock (without requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m at 15 % of total qty | Cum | 573.71 | 573.71 | 252.98 | False | None | None | False | None | False | 145137.1558 | 0 | | 3934915 | 152078 | None | code68 | Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.(Ref Vol i Common SR) Hard rock (blasting prohibited) Depth upto 1.50m at 10 % of total qty | Cum | 1044.42 | 1044.42 | 168.65 | False | None | None | False | None | False | 176141.433 | 0 | | 3934916 | 152078 | None | code69 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ram ming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications . Total Excavation Qty | Cum | 164.8 | 164.8 | 1686.5 | False | None | None | False | None | False | 277935.2 | 0 | | 3934917 | 152078 | None | code70 | PIPES, SPECIALS AND FITTINGS. Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.
Note: Upto 110mm dia Coil shall be used.
For Grade PE80 PN 10.0 :
(BWSSB SR CODE K030C) 90mm | m | 457.32 | 457.32 | 825.0 | False | None | None | False | None | False | 377289.0 | 0 | | 3934918 | 152078 | None | code71 | PIPES, SPECIALS AND FITTINGS. Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.
Note: Upto 110mm dia Coil shall be used.
For Grade PE80 PN 10.0 :
(BWSSB SR CODE K030C) 125mm | m | 878.59 | 878.59 | 230.0 | False | None | None | False | None | False | 202075.7 | 0 | | 3934919 | 152078 | None | code72 | Valves Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of various dia.with body, bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face dimensions as per IS 14846-2000. The stem sealing should be with toroidal sealing rings (minimum 2 “O” rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minium coating thickness of 250 micron both inside and out side. The rate is inclusive of cost of valve, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10:
(BWSSB SOR CODE B073) 80mm dia | No | 10704.79 | 10704.79 | 5.0 | False | None | None | False | None | False | 53523.95 | 0 | | 3934920 | 152078 | None | code73 | Valves Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of various dia.with body, bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face dimensions as per IS 14846-2000. The stem sealing should be with toroidal sealing rings (minimum 2 “O” rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minium coating thickness of 250 micron both inside and out side. The rate is inclusive of cost of valve, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10:
(BWSSB SOR CODE B073) 100mm dia | No | 11210.52 | 11210.52 | 5.0 | False | None | None | False | None | False | 56052.6 | 0 | | 3934921 | 152078 | None | code74 | Supply and fixing of single chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For PN 16.0 100mm | No | 38191.37 | 38191.37 | 5.0 | False | None | None | False | None | False | 190956.85 | 0 | | 3934922 | 152078 | None | code75 | Supply and fixing of single chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For PN 16.0 80mm | No | 29875.15 | 29875.15 | 5.0 | False | None | None | False | None | False | 149375.75 | 0 | | 3934923 | 152078 | None | code76 | valve chamber Constructing RCC inspection chamber 1000x1000mm, and 1000 mm depth, ( clear inside dimension ) for single pipeline, R.C.C Verticle wall and R.C.C. top slab with cement concrete M30 mix 20mm and downsize granite metal, foundation concrete with inside plastering 12mm thick with cement mortar 1:3, finish smooth with a floating coat of cement on walls and bed concrete complete as per standard design including cost of materials, labour charges, curing complete as per specifications. Specification . 20 mm thick for inside with admixture of water proof compound of requisite proportion of approved quality including machine mixing, curing, making consruction joints wherever necessary and giving satisfactory water proof testing etc., complete for flat or sloping floor slab resting on ground (contractor will make his own arrangements for procuring water for testing) for vertical side walls SR 2013-14 P-143 Sn.4 total No. | No | 22742.4 | 22742.4 | 10.0 | False | None | None | False | None | False | 227424.0 | 0 | | 3934924 | 152078 | None | code77 | Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and supplying and laying of MDPE pipe (PE80) -PN 12.5 manufactured in accordance with ISO 4427 - 1996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm /GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth not less than 0.45 mtrs. from the road surface, including providing 40mm dia. “A” class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises, connection should be continued with 20mm GI pipe by making “U” shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on thedistribution main pipe with SS / Brass ferrule of size 1/2” x 3/4” and fixing the union joint and gate valve / stop cock before the meter point and a reflex valve / non-return valve should be fixed on the connection after the meter point. (All these fixtures should be of standard quality conforming to IS). The compression fittings for MDPE pipes conforming to ISO 14236 and its latest versions. If the connection is of HDPE pipe the work include electric fusion tapping T or saddles, PE 100 black color pipie of PN 16 /SDR 11 or Higher grade conforming to standards with brass cutter,flow regurator,water tight cap with O’ring ,long spigot for making bore/tapping suitable to HDPE pipe by Electro fusion welding as per BS EN 12201-3 & EN 1555-3 standards. The Product should be tested to comply with BS 6920 for drinking water service in WRC - NSF, UK and DVGW certificate, Gemany. The Saddle should be manufactured Virgin Compounded PE 100 material.Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes, all specials such as GI tee, GI elbow, GI coupler, stopper with appurtenances, and brass or SS tap The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1:8 and providing coping in CC 1:3:6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1:3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials, cement, sand water etc., required for these works. The road suface should be compacted well and brought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for following diameters: (for minimum length of 2m) 25mm dia | No | 7009.15 | 7009.15 | 76.0 | False | None | None | False | None | False | 532695.4 | 0 | | 3934925 | 152078 | None | code78 | Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and supplying and laying of MDPE pipe (PE80) -PN 12.5 manufactured in accordance with ISO 4427 - 1996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm /GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth not less than 0.45 mtrs. from the road surface, including providing 40mm dia. “A” class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises, connection should be continued with 20mm GI pipe by making “U” shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on thedistribution main pipe with SS / Brass ferrule of size 1/2” x 3/4” and fixing the union joint and gate valve / stop cock before the meter point and a reflex valve / non-return valve should be fixed on the connection after the meter point. (All these fixtures should be of standard quality conforming to IS). The compression fittings for MDPE pipes conforming to ISO 14236 and its latest versions. If the connection is of HDPE pipe the work include electric fusion tapping T or saddles, PE 100 black color pipie of PN 16 /SDR 11 or Higher grade conforming to standards with brass cutter,flow regurator,water tight cap with O’ring ,long spigot for making bore/tapping suitable to HDPE pipe by Electro fusion welding as per BS EN 12201-3 & EN 1555-3 standards. The Product should be tested to comply with BS 6920 for drinking water service in WRC - NSF, UK and DVGW certificate, Gemany. The Saddle should be manufactured Virgin Compounded PE 100 material.Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes, all specials such as GI tee, GI elbow, GI coupler, stopper with appurtenances, and brass or SS tap The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1:8 and providing coping in CC 1:3:6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1:3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials, cement, sand water etc., required for these works. | Mtr | 973.35 | 973.35 | 456.0 | False | None | None | False | None | False | 443847.6 | 0 | | 3934926 | 152078 | None | code79 | Submerged Causway - 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 ( Ref Vol i Common SR) 18m Wide Road,12 wide Road Consider 85% in all kinds of soil Depth exceeding 1.5m, but not exceeding 3 m | Cum | 105.06 | 105.06 | 1090.76 | False | None | None | False | None | False | 114595.2456 | 0 | | 3934927 | 152078 | None | code80 | 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 ( Ref Vol i Common SR) Consider 15% In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 373.89 | 373.89 | 107.66 | False | None | None | False | None | False | 40252.9974 | 0 | | 3934928 | 152078 | None | code81 | 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.Ref. to
MoRT&H :
IRC 305.3.4 18m Wide Road, 12m Wide Road | Cum | 108.15 | 108.15 | 148.0 | False | None | None | False | None | False | 16006.2 | 0 | | 3934929 | 152078 | None | code82 | 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, 305.4.3, (Vol iii Roads and bridges SR) | Sqm | 6.18 | 6.18 | 600.0 | False | None | None | False | None | False | 3708.0 | 0 | | 3934930 | 152078 | None | code83 | Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications.
specification. soiling 400mm, 18M wide Road, 12M Road | Cum | 2636.8 | 2636.8 | 652.0 | False | None | None | False | None | False | 1719193.6 | 0 | | 3934931 | 152078 | None | code84 | 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.IRC
SP 49: 2014 Dry lean cement concrete | Cum | 5067.6 | 5067.6 | 235.5 | False | None | None | False | None | False | 1193419.8 | 0 | | 3934932 | 152078 | None | code85 | 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 @ 420 kg/m3 Pavement Quality Concrete using paver - M40 Grade | Cum | 9332.83 | 9332.83 | 268.45 | False | None | None | False | None | False | 2505398.2135 | 0 | | 3934933 | 152078 | None | code86 | Curtain Wall - 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 ( Ref Vol i Common SR) 1.2m Height Consider 85% in all kinds of soil Depth exceeding 1.5m, but not exceeding 3 m | Cum | 105.06 | 105.06 | 235.62 | False | None | None | False | None | False | 24754.2372 | 0 | | 3934934 | 152078 | None | code87 | 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 ( Ref Vol i Common SR) Consider 15% In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 373.89 | 373.89 | 41.58 | False | None | None | False | None | False | 15546.3462 | 0 | | 3934935 | 152078 | None | code88 | Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications.
specification. 1.2 m height | Cum | 2762.46 | 2762.46 | 44.8 | False | None | None | False | None | False | 123758.208 | 0 | | 3934936 | 152078 | None | code89 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)
Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates 1.2 m Height Addendum I Percentage Additionalities for Formwork,
Centering & Scaffolding, sl no-3, Foundation, Sub structure of Cross drainages, 5% | Cum | 6477.1 | 6477.1 | 14.7 | False | None | None | False | None | False | 95213.37 | 0 | | 3934937 | 152078 | None | code90 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Including Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. 2.0 m Height Raft Addendum I Percentage Additionalities for Formwork,
Centering & Scaffolding, sl no-3, Foundation, Sub structure of Cross drainages, 5% | Cum | 6852.38 | 6852.38 | 33.6 | False | None | None | False | None | False | 230239.968 | 0 | | 3934938 | 152078 | None | code91 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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 necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Including Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. 1.2m Height Wall. Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding, sl no-11, Earth retaining structures, 10% | Cum | 7341.84 | 7341.84 | 33.6 | False | None | None | False | None | False | 246685.824 | 0 | | 3934939 | 152078 | None | code92 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification.- All other type of structures Reinforcement for RCC works Considering 90Kg/m3 | Tonne | 81381.33 | 81381.33 | 3.02 | False | None | None | False | None | False | 245771.6166 | 0 | | 3934940 | 152078 | None | code93 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification.- All other type of structures Reinforcement for RCC works Considering 90Kg/m3 | Tonne | 97928.59 | 97928.59 | 3.02 | False | None | None | False | None | False | 295744.3418 | 0 | | 3934941 | 152078 | None | code94 | 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.
Ref. to MoRT&H Spec.710.1.4.of IRC:78 and 2200 For Side Wall, 2.0m Height | Cum | 2757.31 | 2757.31 | 50.4 | False | None | None | False | None | False | 138968.424 | 0 | | 3934942 | 152078 | None | code95 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 2.0 m Height side filling for soiling and sand bed, side filling for pcc, upto raft, above raft | Cum | 273.98 | 273.98 | 142.8 | False | None | None | False | None | False | 39124.344 | 0 | | 3934943 | 152078 | None | code96 | Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 2507.2 Flexible Apron at Up Stream (D/S) Flexible Apron at Up Stream (D/S) | Cum | 2110.47 | 2110.47 | 480.0 | False | None | None | False | None | False | 1013025.6 | 0 | | 3934944 | 152078 | None | code97 | 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, 807 Guard stones at every 1m c/c | Each | 770.44 | 770.44 | 60.0 | False | None | None | False | None | False | 46226.4 | 0 | | 3934945 | 152078 | None | code98 | Retaining Wall - 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 ( Ref Vol i Common SR) 2.0 m Height Consider 75% in all kinds of soil Depth exceeding 1.5m, but not exceeding 3 m | Cum | 105.06 | 105.06 | 930.15 | False | None | None | False | None | False | 97721.559 | 0 | | 3934946 | 152078 | None | code99 | 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 ( Ref Vol i Common SR) consider 15% In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 373.89 | 373.89 | 186.03 | False | None | None | False | None | False | 69554.7567 | 0 | | 3934947 | 152078 | None | code100 | Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.
(Ref Vol i Common SR) In Hard Rock (blasting prohibited) Depth upto 1.50m at 10 % of total qty | Cum | 1044.42 | 1044.42 | 124.02 | False | None | None | False | None | False | 129528.9684 | 0 | | 3934948 | 152078 | None | code101 | Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications.
specification. 2.0 m Height | Cum | 2762.46 | 2762.46 | 275.6 | False | None | None | False | None | False | 761333.976 | 0 | | 3934949 | 152078 | None | code102 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)
Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates 2.0 m Height Addendum I Percentage Additionalities for Formwork,
Centering & Scaffolding, sl no-3, Foundation, Sub structure of Cross drainages, 5% | Cum | 6477.1 | 6477.1 | 91.43 | False | None | None | False | None | False | 592201.253 | 0 | | 3934950 | 152078 | None | code103 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Including Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. 2.0 m Height Raft Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding, sl no-11, Earth retaining structures, 10% | Cum | 7178.69 | 7178.69 | 159.0 | False | None | None | False | None | False | 1141411.71 | 0 | | 3934951 | 152078 | None | code104 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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 necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. 2.0 m Height Wall. Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding, sl no-11, Earth retaining structures, 10% | Cum | 7341.84 | 7341.84 | 178.88 | False | None | None | False | None | False | 1313308.3392 | 0 | | 3934952 | 152078 | None | code105 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification. All other type of structures. Reinforcement for RCC works Considering 120Kg/m3 | Tonne | 81381.33 | 81381.33 | 19.08 | False | None | None | False | None | False | 1552755.7764 | 0 | | 3934953 | 152078 | None | code106 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification. All other type of structures Reinforcement for RCC works Considering 120Kg/m3 | Tonne | 81381.33 | 81381.33 | 21.47 | False | None | None | False | None | False | 1747257.1551 | 0 | | 3934954 | 152078 | None | code107 | 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.
Ref. to MoRT&H Spec.710.1.4.of IRC:78 and 2200 For Side wall 2m Height | Cum | 2757.31 | 2757.31 | 333.9 | False | None | None | False | None | False | 920665.809 | 0 | | 3934955 | 152078 | None | code108 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 2m height upto Raft (above sand filling) raft Above arft right Side | Cum | 273.98 | 273.98 | 1037.48 | False | None | None | False | None | False | 284248.7704 | 0 | | 3934956 | 152078 | None | code109 | 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.Providing Weepholes in for every 2sqm | No | 246.17 | 246.17 | 265.0 | False | None | None | False | None | False | 65235.05 | 0 | | 3934957 | 152078 | None | code110 | Borewell : Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical
sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc.
NOTE: 1)Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a)Above 20 M and upto 30 M - 15%, b)Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level).
2)A sum of Rs. 100/- is to be deducted for Dry
Borewell towards yield test. (Ref BWSSB SOR Code O040A) Geophysical investigation | No | 5295.23 | 5295.23 | 1.0 | False | None | None | False | None | False | 5295.23 | 0 | | 3934958 | 152078 | None | code111 | Sinking of Bore wells of 6" (150 mm dia) Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of
compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: a) 0-50 Mtrs. | m | 381.1 | 381.1 | 50.0 | False | None | None | False | None | False | 19055.0 | 0 | | 3934959 | 152078 | None | code112 | Sinking of Bore wells of 6" (150 mm dia) Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of
compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: a) 50-100 Mtrs. | m | 477.92 | 477.92 | 50.0 | False | None | None | False | None | False | 23896.0 | 0 | | 3934960 | 152078 | None | code113 | Sinking of Bore wells of 6" (150 mm dia) Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of
compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: b) 100-150 Mtrs. | m | 507.79 | 507.79 | 50.0 | False | None | None | False | None | False | 25389.5 | 0 | | 3934961 | 152078 | None | code114 | Sinking of Bore wells of 6" (150 mm dia) Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of
compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: C) 150-200 Mtrs. | m | 589.16 | 589.16 | 50.0 | False | None | None | False | None | False | 29458.0 | 0 | | 3934962 | 152078 | None | code115 | Sinking of Bore wells of 6" (150 mm dia) Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of
compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: a) 200-250Mtrs. | m | 691.13 | 691.13 | 50.0 | False | None | None | False | None | False | 34556.5 | 0 | | 3934963 | 152078 | None | code116 | Sinking of Bore wells of 6" (150 mm dia) Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of
compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: a) 250-300Mtrs. | m | 762.2 | 762.2 | 50.0 | False | None | None | False | None | False | 38110.0 | 0 | | 3934964 | 152078 | None | code117 | Sinking of Bore wells of 6" (150 mm dia) Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of
compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: a) 300-350Mtrs. | m | 894.04 | 894.04 | 50.0 | False | None | None | False | None | False | 44702.0 | 0 | | 3934965 | 152078 | None | code118 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty casing | m | 1990.99 | 1990.99 | 50.0 | False | None | None | False | None | False | 99549.5 | 0 | | 3934966 | 152078 | None | code119 | Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge | Nos | 168.92 | 168.92 | 1.0 | False | None | None | False | None | False | 168.92 | 0 | | 3934967 | 152078 | None | code120 | Raising Main from Bore well to main Connection.Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available
excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50m
(Ref Common SR Vol i) Raising Main from Bore well to Connection | Cum | 269.86 | 269.86 | 360.0 | False | None | None | False | None | False | 97149.6 | 0 | | 3934968 | 152078 | None | code121 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications
(Ref Common SR Vol i) | Cum | 164.8 | 164.8 | 360.0 | False | None | None | False | None | False | 59328.0 | 0 | | 3934969 | 152078 | None | code122 | Providing,supplying to work site,fixing of Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work.7.50 HP
(Ref BWSSB SOR Code P190F) g) 7.50 HP - 90 LPM @ 165 m = 15 STG Outlet Dia - 2.00" | Nos | 42034.3 | 42034.3 | 1.0 | False | None | None | False | None | False | 42034.3 | 0 | | 3934970 | 152078 | None | code123 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. HDPE Grade PE80-PN10.0,63mm dia | m | 259.56 | 259.56 | 250.0 | False | None | None | False | None | False | 64890.0 | 0 | | 3934971 | 152078 | None | code124 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.
Note: Upto 110mm dia Coil shall be used.
For Grade PE80 PN10.0 : (For Raising Main) HDPE Grade PE80-PN10.0,90mm dia | m | 457.32 | 457.32 | 750.0 | False | None | None | False | None | False | 342990.0 | 0 | | 3934972 | 152078 | None | code125 | Supply and fixing of DI double flanged wafer type (Concentric) / double eccentrically disc, butterfly valves confoming to DIN 335 / IS 13095 with renewable soft seal on the disc and body seat face of nickel weld overlay micro finished / Integral Seat with power or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Face to face dimensions as per EN 558-1 basic series 14 (DIN 3203 F4) or AWWA C 504: 80 or BS 5155 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuts. The flange drilling standard is IS 1538. Hence, drilling of hole in the valves shall match with the pipe flange drilling standard. The valves are to be suitable for buried operation wiht the gear box sealed and lubricated for life time operation. DI double flanged wafer type butterfly valves. 50mm dia | Each | 13946.2 | 13946.2 | 1.0 | False | None | None | False | None | False | 13946.2 | 0 | | 3934973 | 152078 | None | code126 | Providing and fixing in position nominal bore gun metal non-return valve horizantal type of approved make including cost of all materials, labour and HOM with all leads complete. as per specifications. 50mm dia | Nos | 1313.25 | 1313.25 | 1.0 | False | None | None | False | None | False | 1313.25 | 0 | | 3934974 | 152078 | None | code127 | Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments Size 63mm | Each | 428.48 | 428.48 | 1.0 | False | None | None | False | None | False | 428.48 | 0 | | 3934975 | 152078 | None | code128 | Main Panel - Fabricating supplying and mounting MS box made out 16 SWG suitable for floor/wall mounting,fully weather proof with provision for better heat dissipation, provided with hinged front cover,equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7 tanks treatment with power coated paint and finally finished with approved colour etc., complete. | Sqmm | 0.43 | 0.43 | 25000.0 | False | None | None | False | None | False | 10750.0 | 0 | | 3934976 | 152078 | None | code129 | Supplying and Fixing of Shunt trip suitable for MCCB. CBCT | Each | 1703.0 | 1703.0 | 1.0 | False | None | None | False | None | False | 1703.0 | 0 | | 3934977 | 152078 | None | code130 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve,indicator ON/OFF,energy cross-3 with short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. | Each | 793.0 | 793.0 | 1.0 | False | None | None | False | None | False | 793.0 | 0 | | 3934978 | 152078 | None | code131 | Supplying and fixing angle iron frame work fabricated out of M.S angle iron… and M.S flat …. with bolts ,Washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 5.41.1) 40X40X6mm | Each | 305.0 | 305.0 | 4.0 | False | None | None | False | None | False | 1220.0 | 0 | | 3934979 | 152078 | None | code132 | Supplying and fixing angle iron frame work fabricated out of M.S angle iron… and M.S flat …. with bolts ,Washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. (5.41.4 )50X100X50X6mm C channel | Each | 756.0 | 756.0 | 3.0 | False | None | None | False | None | False | 2268.0 | 0 | | 3934980 | 152078 | None | code133 | Supplying fully automatic star -dealt starter unit push button type with suitable wires 3 contactors one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 volts 3 phase and wired after fixing to the existing wooden board for motor . Upto 12.5 HP | Each | 7455.0 | 7455.0 | 1.0 | False | None | None | False | None | False | 7455.0 | 0 | | 3934981 | 152078 | None | code134 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440v A.C.50 Hz 12/24v D.C. | Each | 515.0 | 515.0 | 3.0 | False | None | None | False | None | False | 1545.0 | 0 | | 3934982 | 152078 | None | code135 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440v A.C.50 Hz 12/24v D.C. | Each | 1425.0 | 1425.0 | 1.0 | False | None | None | False | None | False | 1425.0 | 0 | | 3934983 | 152078 | None | code136 | Supplying,fixing and wiring rotary selector switch suitable for voltmeter/ammeter(ammeter only) | Each | 200.0 | 200.0 | 1.0 | False | None | None | False | None | False | 200.0 | 0 | | 3934984 | 152078 | None | code137 | Supplying and fixing HRC fuse units base on existing switch / panel board | Each | 612.0 | 612.0 | 1.0 | False | None | None | False | None | False | 612.0 | 0 | | 3934985 | 152078 | None | code138 | Supplying,fixing and wiring heavy duty low voltage capacitors conforming to IS 2834.3 phase,400/440 volts grade,for power factor improvement of rotating machinery.like induction motor.Cost per KVAR. | Each | 400.0 | 400.0 | 1.0 | False | None | None | False | None | False | 400.0 | 0 | | 3934986 | 152078 | None | code139 | Supplying,fixing and wiring heavy duty low voltage capacitors conforming to IS 2834.3 phase,400/440 volts grade,for power factor improvement of rotating machinery.like induction motor.Cost per KVAR. | Kvar | 400.0 | 400.0 | 1.0 | False | None | None | False | None | False | 400.0 | 0 | | 3934987 | 152078 | None | code140 | Fixing a shunt capacitor of …..KVAR capacity with necessary clamps , bolts , and nuts on existing wooden or metal board including banking of more than one capacitor. | Each | 154.0 | 154.0 | 1.0 | False | None | None | False | None | False | 154.0 | 0 | | 3934988 | 152078 | None | code141 | Supplying …..amps rated 3phase with netural bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve,mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6 mm M.S.flat frame work in existing panel board.The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts,nuts and washers etc.,complete. | Mtr | 2465.0 | 2465.0 | 4.0 | False | None | None | False | None | False | 9860.0 | 0 | | 3934989 | 152078 | None | code142 | Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes 10sqm | Cum | 8.0 | 8.0 | 12.0 | False | None | None | False | None | False | 96.0 | 0 | | 3934990 | 152078 | None | code143 | Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1KV class (metal only) | Cum | 84.0 | 84.0 | 2.0 | False | None | None | False | None | False | 168.0 | 0 | | 3934991 | 152078 | None | code144 | Supplying and drawing 3 coreflat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to IS:8130-1984 and viring grade PVC insulation and power coating extruded PVC sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990. | No | 245.0 | 245.0 | 300.0 | False | None | None | False | None | False | 73500.0 | 0 | | 3934992 | 152078 | None | code145 | Part A Providing 2 Pole structure at tapping point of the existing feeder line/Existing Substation Material Cost:DP structure with RCC poles of 9mtr long 145 KG W/L | No | 21974.4 | 21974.4 | 1.0 | False | None | None | False | None | False | 21974.4 | 0 | | 3934993 | 152078 | None | code146 | 11KV, 5KV polymeric pin Insulators [24 mm dia FRP rod] | No | 215.25 | 215.25 | 3.0 | False | None | None | False | None | False | 645.75 | 0 | | 3934994 | 152078 | None | code147 | 11KV, 45Kv polymeric pin Insulators | No | 195.3 | 195.3 | 3.0 | False | None | None | False | None | False | 585.9 | 0 | | 3934995 | 152078 | None | code148 | Guyset complete with No 15 strain insulators and concreting materials | Set | 1228.5 | 1228.5 | 1.0 | False | None | None | False | None | False | 1228.5 | 0 | | 3934996 | 152078 | None | code149 | Caution/Danger Boards | No | 157.5 | 157.5 | 1.0 | False | None | None | False | None | False | 157.5 | 0 | | 3934997 | 152078 | None | code150 | Anticlimbing Devies using barbed wire (12mtr/kg GI barbed wire) | Kg | 93.45 | 93.45 | 2.0 | False | None | None | False | None | False | 186.9 | 0 | | 3934998 | 152078 | None | code151 | 11KV 400amps Double break GoS | Set | 22323.0 | 22323.0 | 1.0 | False | None | None | False | None | False | 22323.0 | 0 | | 3934999 | 152078 | None | code152 | H frame for mounting GoS | Set | 4548.6 | 4548.6 | 1.0 | False | None | None | False | None | False | 4548.6 | 0 | | 3935000 | 152078 | None | code153 | Spiral earth electrode | No | 250.95 | 250.95 | 2.0 | False | None | None | False | None | False | 501.9 | 0 | | 3935001 | 152078 | None | code154 | 11kv lightning arrestors metal oxide with 9 KV, 5KA polymeric type with ground connectors (set/3Nos) | Set | 4989.6 | 4989.6 | 1.0 | False | None | None | False | None | False | 4989.6 | 0 | | 3935002 | 152078 | None | code155 | Earthing materials GI pipe for grounding | Set | 1819.65 | 1819.65 | 1.0 | False | None | None | False | None | False | 1819.65 | 0 | | 3935003 | 152078 | None | code156 | 11KV DOLO Cutouts (set/3 Nos) | Set | 6165.6 | 6165.6 | 1.0 | False | None | None | False | None | False | 6165.6 | 0 | | 3935004 | 152078 | None | code157 | Labour Cost :
Erection of 9mtr long RCC DP structure | Set | 5640.6 | 5640.6 | 1.0 | False | None | None | False | None | False | 5640.6 | 0 | | 3935005 | 152078 | None | code158 | Fixing of guysets with No 15 strain insulators, anchor rod and turn buckle | Set | 622.65 | 622.65 | 1.0 | False | None | None | False | None | False | 622.65 | 0 | | 3935006 | 152078 | None | code159 | Fixing of Caution/Danger Boards | No | 84.0 | 84.0 | 1.0 | False | None | None | False | None | False | 84.0 | 0 | | 3935007 | 152078 | None | code160 | Fixing of Anti climbing Devices with Barbed wire | Kg | 44.1 | 44.1 | 2.0 | False | None | None | False | None | False | 88.2 | 0 | | 3935008 | 152078 | None | code161 | Erection of 400 amps D B GOS | Set | 1274.7 | 1274.7 | 1.0 | False | None | None | False | None | False | 1274.7 | 0 | | 3935009 | 152078 | None | code162 | Erection of 'H' frame for mounting GoS | Set | 339.15 | 339.15 | 1.0 | False | None | None | False | None | False | 339.15 | 0 | | 3935010 | 152078 | None | code163 | Fixing of sprial earth electrodes | No | 97.65 | 97.65 | 2.0 | False | None | None | False | None | False | 195.3 | 0 | | 3935011 | 152078 | None | code164 | Fixing of lightning arrestors (set/3Nos) | Set | 124.95 | 124.95 | 1.0 | False | None | None | False | None | False | 124.95 | 0 | | 3935012 | 152078 | None | code165 | Fixing of earthings | Set | 996.45 | 996.45 | 1.0 | False | None | None | False | None | False | 996.45 | 0 | | 3935013 | 152078 | None | code166 | Fixing of DOLO cutouts (set/3Nos) | Set | 248.85 | 248.85 | 1.0 | False | None | None | False | None | False | 248.85 | 0 | | 3935014 | 152078 | None | code167 | Guy cocreting with boulders, mud and sand | No | 262.5 | 262.5 | 1.0 | False | None | None | False | None | False | 262.5 | 0 | | 3935015 | 152078 | None | code168 | Painting of 9mts RCC poles | No | 1008.0 | 1008.0 | 2.0 | False | None | None | False | None | False | 2016.0 | 0 | | 3935016 | 152078 | None | code169 | Concreting of 9mts RCC poles
a) Base cocreting CC 1:4:8, 500x650x150mm | No | 327.6 | 327.6 | 2.0 | False | None | None | False | None | False | 655.2 | 0 | | 3935017 | 152078 | None | code170 | b) Pole concreting CC 1:2:4 650X500X1700mm | No | 3605.7 | 3605.7 | 2.0 | False | None | None | False | None | False | 7211.4 | 0 | | 3935018 | 152078 | None | code171 | c) Pole coping CC 1:2:4 (as per actuals) 150mm arround the pole for a height of 300mm from ground level | No | 327.6 | 327.6 | 2.0 | False | None | None | False | None | False | 655.2 | 0 | | 3935019 | 152078 | None | code172 | Part B. Material Cost Extension of 11KV 3 Phasse Single Circuit tapping line from the existing feeder/existing substation using COYOTE ACSR Conductor | No | 7429.8 | 7429.8 | 12.0 | False | None | None | False | None | False | 89157.6 | 0 | | 3935020 | 152078 | None | code173 | 11 KV Horizantal Cross arms with clamps, bolt, nuts and washers for RCC poles | Set | 678.3 | 678.3 | 15.0 | False | None | None | False | None | False | 10174.5 | 0 | | 3935021 | 152078 | None | code174 | 11KV, 5KN polymeric pin Insulators | No | 215.25 | 215.25 | 45.0 | False | None | None | False | None | False | 9686.25 | 0 | | 3935022 | 152078 | None | code175 | 11KV, 70/90 KN Disc Insulators | No | 313.95 | 313.95 | 21.0 | False | None | None | False | None | False | 6592.95 | 0 | | 3935023 | 152078 | None | code176 | Strain Clamps 3 bolted type for Disc Insulators | No | 915.6 | 915.6 | 21.0 | False | None | None | False | None | False | 19227.6 | 0 | | 3935024 | 152078 | None | code177 | DP structure with RCC poles of 9mtr long 145 KG W/L | Set | 21974.4 | 21974.4 | 1.0 | False | None | None | False | None | False | 21974.4 | 0 | | 3935025 | 152078 | None | code178 | COYOTE ACSR conductor with 1.5% sag | Km | 145950.0 | 145950.0 | 1.6 | False | None | None | False | None | False | 233520.0 | 0 | | 3935026 | 152078 | None | code179 | COYOTE ACSR conductor accessaries at 3% on above | Km | 4378.5 | 4378.5 | 1.6 | False | None | None | False | None | False | 7005.6 | 0 | | 3935027 | 152078 | None | code180 | Guyset complete with No 15 strain insulators and concreting materials | Set | 1228.5 | 1228.5 | 4.0 | False | None | None | False | None | False | 4914.0 | 0 | | 3935028 | 152078 | None | code181 | PG clamps for COYOTE ACSR Conductors | No | 332.85 | 332.85 | 21.0 | False | None | None | False | None | False | 6989.85 | 0 | | 3935029 | 152078 | None | code182 | Spiral earth electrode | No | 250.95 | 250.95 | 14.0 | False | None | None | False | None | False | 3513.3 | 0 | | 3935030 | 152078 | None | code183 | E G stirrups with GI wire Lacing (set/2no's) | Set | 289.8 | 289.8 | 12.0 | False | None | None | False | None | False | 3477.6 | 0 | | 3935031 | 152078 | None | code184 | Caution/Danger Boards | No | 157.5 | 157.5 | 13.0 | False | None | None | False | None | False | 2047.5 | 0 | | 3935032 | 152078 | None | code185 | Anticlimbing Devices (12mtr/kg GI barbed wire) | Kg | 93.45 | 93.45 | 14.0 | False | None | None | False | None | False | 1308.3 | 0 | | 3935033 | 152078 | None | code186 | 8 mtr RCC stud pole with 2 Nos of 2pin cross arms with clamps, nuts & washers | No | 5664.75 | 5664.75 | 2.0 | False | None | None | False | None | False | 11329.5 | 0 | | 3935034 | 152078 | None | code187 | Guarding for Road Crossing with 4 pin cross arms with clamps, bolts nuts & washers | Span | 4347.0 | 4347.0 | 2.0 | False | None | None | False | None | False | 8694.0 | 0 | | 3935035 | 152078 | None | code188 | 11KV 200amps single break GoS | Set | 9922.5 | 9922.5 | 1.0 | False | None | None | False | None | False | 9922.5 | 0 | | 3935036 | 152078 | None | code189 | H frame for mounting GoS | No | 4548.6 | 4548.6 | 1.0 | False | None | None | False | None | False | 4548.6 | 0 | | 3935037 | 152078 | None | code190 | 11kv lightning arrestors with 9 KV, 5KN polymeric type with ground connectors (set/3Nos) | Set | 4989.6 | 4989.6 | 1.0 | False | None | None | False | None | False | 4989.6 | 0 | | 3935038 | 152078 | None | code191 | Earthing materials GI pipe for grounding | Set | 1815.45 | 1815.45 | 1.0 | False | None | None | False | None | False | 1815.45 | 0 | | 3935039 | 152078 | None | code192 | Labour Cost:
Erection of 9mtr long RCC Poles | No | 1829.1 | 1829.1 | 12.0 | False | None | None | False | None | False | 21949.2 | 0 | | 3935040 | 152078 | None | code193 | Fixing of 11KV Horizantal cross arms with HTST supports | Set | 285.6 | 285.6 | 15.0 | False | None | None | False | None | False | 4284.0 | 0 | | 3935041 | 152078 | None | code194 | Erection of DP set | Set | 5640.6 | 5640.6 | 1.0 | False | None | None | False | None | False | 5640.6 | 0 | | 3935042 | 152078 | None | code195 | Stringing of COYOTE ACSR conductor | Km | 8400.0 | 8400.0 | 1.6 | False | None | None | False | None | False | 13440.0 | 0 | | 3935043 | 152078 | None | code196 | Fixing of guysets with No 15 strain insulators, anchor rod and turn buckle | No | 622.65 | 622.65 | 4.0 | False | None | None | False | None | False | 2490.6 | 0 | | 3935044 | 152078 | None | code197 | Fixing of spiral earth electrodes | No | 97.65 | 97.65 | 14.0 | False | None | None | False | None | False | 1367.1 | 0 | | 3935045 | 152078 | None | code198 | Fixing of E G stirrups with GI wire Lacing | Set | 168.0 | 168.0 | 12.0 | False | None | None | False | None | False | 2016.0 | 0 | | 3935046 | 152078 | None | code199 | Fixing of Caution -Danger Boards | No | 84.0 | 84.0 | 13.0 | False | None | None | False | None | False | 1092.0 | 0 | | 3935047 | 152078 | None | code200 | Fixing of Anti climbing Devices | Kg | 44.1 | 44.1 | 14.0 | False | None | None | False | None | False | 617.4 | 0 | | 3935048 | 152078 | None | code201 | Erection of 8mtr RCC stud poles with 2 Nos of 2 pin cross arms | No | 1664.25 | 1664.25 | 2.0 | False | None | None | False | None | False | 3328.5 | 0 | | 3935049 | 152078 | None | code202 | Providing Road crossing guardings | Span | 1253.7 | 1253.7 | 2.0 | False | None | None | False | None | False | 2507.4 | 0 | | 3935050 | 152078 | None | code203 | Erection of 11KV 200amps single breaks GOS | No | 1159.2 | 1159.2 | 1.0 | False | None | None | False | None | False | 1159.2 | 0 | | 3935051 | 152078 | None | code204 | Erection of 'H' frame for mounting GoS | No | 339.15 | 339.15 | 1.0 | False | None | None | False | None | False | 339.15 | 0 | | 3935052 | 152078 | None | code205 | Fixing of Lightning arrestors | No | 124.95 | 124.95 | 1.0 | False | None | None | False | None | False | 124.95 | 0 | | 3935053 | 152078 | None | code206 | Fixing of earthing | Set | 996.45 | 996.45 | 1.0 | False | None | None | False | None | False | 996.45 | 0 | | 3935054 | 152078 | None | code207 | Guy cocreting with boulders, mud and sand | No | 262.5 | 262.5 | 4.0 | False | None | None | False | None | False | 1050.0 | 0 | | 3935055 | 152078 | None | code208 | Painting of 9mts RCC poles | No | 1008.0 | 1008.0 | 14.0 | False | None | None | False | None | False | 14112.0 | 0 | | 3935056 | 152078 | None | code209 | Concreting of 9mts RCC poles
a) Base cocreting CC 1:4:8, 500x650x150mm | No | 327.6 | 327.6 | 14.0 | False | None | None | False | None | False | 4586.4 | 0 | | 3935057 | 152078 | None | code210 | b) Pole concreting CC 1:2:4 650X500X1700mm | No | 4719.75 | 4719.75 | 14.0 | False | None | None | False | None | False | 66076.5 | 0 | | 3935058 | 152078 | None | code211 | c) Pole coping CC 1:2:4 (as per actuals) 150mm arround the pole for a height of 300mm from ground level | No | 327.6 | 327.6 | 14.0 | False | None | None | False | None | False | 4586.4 | 0 | | 3935059 | 152078 | None | code212 | Part C Material Cost Extension of 11KV, Single Circuit Power line using COYOTE ACSR Conductor inside Layout.RCC pole 9mtr long -145 kg W/L | No | 7429.8 | 7429.8 | 20.0 | False | None | None | False | None | False | 148596.0 | 0 | | 3935060 | 152078 | None | code213 | 11 KV Horizantal Cross arms with clamps HTST supports, bolt, nuts and washers for RCC poles | Set | 678.3 | 678.3 | 25.0 | False | None | None | False | None | False | 16957.5 | 0 | | 3935061 | 152078 | None | code214 | 11KV, 5KN polymeric pin Insulators | No | 215.25 | 215.25 | 75.0 | False | None | None | False | None | False | 16143.75 | 0 | | 3935062 | 152078 | None | code215 | 11KV, 70/90 KN Disc Insulators | No | 313.95 | 313.95 | 35.0 | False | None | None | False | None | False | 10988.25 | 0 | | 3935063 | 152078 | None | code216 | Strain Clamps 3 bolted type for Disc Insulators | No | 915.6 | 915.6 | 35.0 | False | None | None | False | None | False | 32046.0 | 0 | | 3935064 | 152078 | None | code217 | DP structure with RCC poles of 9mtr long 145 KG W/L | Set | 21974.4 | 21974.4 | 1.0 | False | None | None | False | None | False | 21974.4 | 0 | | 3935065 | 152078 | None | code218 | COYOTE ACSR conductor with 1.5% sag | Km | 145950.0 | 145950.0 | 2.5 | False | None | None | False | None | False | 364875.0 | 0 | | 3935066 | 152078 | None | code219 | COYOTE ACSR conductor accessaries at 3% on above | Km | 4378.5 | 4378.5 | 2.5 | False | None | None | False | None | False | 10946.25 | 0 | | 3935067 | 152078 | None | code220 | Guyset complete with No 15 strain insulators and concreting materials | Set | 1228.5 | 1228.5 | 8.0 | False | None | None | False | None | False | 9828.0 | 0 | | 3935068 | 152078 | None | code221 | PG clamps for COYOTE ACSR Conductors | No | 332.85 | 332.85 | 35.0 | False | None | None | False | None | False | 11649.75 | 0 | | 3935069 | 152078 | None | code222 | Spiral earth electrode | No | 250.95 | 250.95 | 22.0 | False | None | None | False | None | False | 5520.9 | 0 | | 3935070 | 152078 | None | code223 | E G stirrups with GI wire Lacing (set/2no's) | Set | 289.8 | 289.8 | 20.0 | False | None | None | False | None | False | 5796.0 | 0 | | 3935071 | 152078 | None | code224 | Caution/Danger Boards | No | 157.5 | 157.5 | 21.0 | False | None | None | False | None | False | 3307.5 | 0 | | 3935072 | 152078 | None | code225 | Anticlimbing Devices (12mtr/kg GI barbed wire) | Kg | 93.45 | 93.45 | 22.0 | False | None | None | False | None | False | 2055.9 | 0 | | 3935073 | 152078 | None | code226 | 8 mtr RCC stud pole with 2 Nos of 2pin cross arms | No | 5664.75 | 5664.75 | 4.0 | False | None | None | False | None | False | 22659.0 | 0 | | 3935074 | 152078 | None | code227 | Guarding for Road Crossing with 4 pin cross arms | Span | 4347.0 | 4347.0 | 5.0 | False | None | None | False | None | False | 21735.0 | 0 | | 3935075 | 152078 | None | code228 | 11KV 200amps single break GoS | Set | 9922.5 | 9922.5 | 1.0 | False | None | None | False | None | False | 9922.5 | 0 | | 3935076 | 152078 | None | code229 | H frame for mounting GoS | No | 4548.6 | 4548.6 | 1.0 | False | None | None | False | None | False | 4548.6 | 0 | | 3935077 | 152078 | None | code230 | 11kv lightning arrestors with 9 KV, 5KN polymeric type with ground connectors (set/3Nos) | Set | 4989.6 | 4989.6 | 1.0 | False | None | None | False | None | False | 4989.6 | 0 | | 3935078 | 152078 | None | code231 | Earthing materials GI pipe for grounding | Set | 1815.45 | 1815.45 | 1.0 | False | None | None | False | None | False | 1815.45 | 0 | | 3935079 | 152078 | None | code232 | Labour Cost:
Erection of 9mtr long RCC Poles | No | 1829.1 | 1829.1 | 20.0 | False | None | None | False | None | False | 36582.0 | 0 | | 3935080 | 152078 | None | code233 | Fixing of 11KV Horizantal cross arms with HTST supports | Set | 285.6 | 285.6 | 25.0 | False | None | None | False | None | False | 7140.0 | 0 | | 3935081 | 152078 | None | code234 | Erection of DP set | Set | 5640.6 | 5640.6 | 8.0 | False | None | None | False | None | False | 45124.8 | 0 | | 3935082 | 152078 | None | code235 | Stringing of COYOTE ACSR conductor | Km | 8400.0 | 8400.0 | 2.5 | False | None | None | False | None | False | 21000.0 | 0 | | 3935083 | 152078 | None | code236 | Fixing of guysets with No 15 strain insulators anchor rod and turn buckle | No | 622.65 | 622.65 | 8.0 | False | None | None | False | None | False | 4981.2 | 0 | | 3935084 | 152078 | None | code237 | Fixing of sprial earth electrodes | No | 97.65 | 97.65 | 22.0 | False | None | None | False | None | False | 2148.3 | 0 | | 3935085 | 152078 | None | code238 | Fixing of E G stirrups with GI wire Lacing | Set | 168.0 | 168.0 | 20.0 | False | None | None | False | None | False | 3360.0 | 0 | | 3935086 | 152078 | None | code239 | Fixing of Caution -Danger Boards | No | 84.0 | 84.0 | 21.0 | False | None | None | False | None | False | 1764.0 | 0 | | 3935087 | 152078 | None | code240 | Fixing of Anti climbing Devices | Kg | 44.1 | 44.1 | 22.0 | False | None | None | False | None | False | 970.2 | 0 | | 3935088 | 152078 | None | code241 | Erection of 8mtr RCC stud poles with 2 Nos of 2 pin cross arms | No | 1664.25 | 1664.25 | 4.0 | False | None | None | False | None | False | 6657.0 | 0 | | 3935089 | 152078 | None | code242 | Providing Road crossing guardings | Span | 1253.7 | 1253.7 | 5.0 | False | None | None | False | None | False | 6268.5 | 0 | | 3935090 | 152078 | None | code243 | Erection of 11KV 200amps single breaks GOS | No | 1159.2 | 1159.2 | 1.0 | False | None | None | False | None | False | 1159.2 | 0 | | 3935091 | 152078 | None | code244 | Erection of 'H' frame for mounting GoS | No | 339.15 | 339.15 | 1.0 | False | None | None | False | None | False | 339.15 | 0 | | 3935092 | 152078 | None | code245 | Fixing of Lightning arrestors | No | 124.95 | 124.95 | 1.0 | False | None | None | False | None | False | 124.95 | 0 | | 3935093 | 152078 | None | code246 | Fixing of earthing | Set | 996.45 | 996.45 | 1.0 | False | None | None | False | None | False | 996.45 | 0 | | 3935094 | 152078 | None | code247 | Guy cocreting with boulders, mud and sand | No | 262.5 | 262.5 | 8.0 | False | None | None | False | None | False | 2100.0 | 0 | | 3935095 | 152078 | None | code248 | Painting of 9mts poles | No | 1008.0 | 1008.0 | 22.0 | False | None | None | False | None | False | 22176.0 | 0 | | 3935096 | 152078 | None | code249 | Concreting of 9mts RCC poles
a) Base cocreting CC 1:4:8, 500x650x150mm | No | 327.6 | 327.6 | 22.0 | False | None | None | False | None | False | 7207.2 | 0 | | 3935097 | 152078 | None | code250 | b) Pole concreting CC 1:2:4 650X500X1700mm | No | 4719.75 | 4719.75 | 22.0 | False | None | None | False | None | False | 103834.5 | 0 | | 3935098 | 152078 | None | code251 | c) Pole coping CC 1:2:4 (as per actuals) 150mm arround the pole for a height of 300mm from ground level | No | 327.6 | 327.6 | 22.0 | False | None | None | False | None | False | 7207.2 | 0 | | 3935099 | 152078 | None | code252 | Part D Material Cost Erection of 3 Phase, 11 KV/433 Volts Distribution Transformer mounting, Double pole Transformer Structure Using 9 mtr RCC poles (excluding transformer) (DTPS) | No | 33131.7 | 33131.7 | 2.0 | False | None | None | False | None | False | 66263.4 | 0 | | 3935100 | 152078 | None | code253 | 11KV, 5KN polymeric pin Insulators | No | 215.25 | 215.25 | 12.0 | False | None | None | False | None | False | 2583.0 | 0 | | 3935101 | 152078 | None | code254 | 11KV 45 KN Polymeric Insulators | No | 195.3 | 195.3 | 6.0 | False | None | None | False | None | False | 1171.8 | 0 | | 3935102 | 152078 | None | code255 | Guyset complete with No 15 strain insulators and concreting materials | No | 1228.5 | 1228.5 | 8.0 | False | None | None | False | None | False | 9828.0 | 0 | | 3935103 | 152078 | None | code256 | Earthing materials GI pipe type for grounding | Set | 1815.45 | 1815.45 | 6.0 | False | None | None | False | None | False | 10892.7 | 0 | | 3935104 | 152078 | None | code257 | Caution /Danger Boards | No | 157.5 | 157.5 | 2.0 | False | None | None | False | None | False | 315.0 | 0 | | 3935105 | 152078 | None | code258 | Anticlimbing Devies (12mte/kg GI barbed wire) | Kg | 93.45 | 93.45 | 4.0 | False | None | None | False | None | False | 373.8 | 0 | | 3935106 | 152078 | None | code259 | GI wire 8 SWG | Kg | 78.79 | 78.79 | 10.0 | False | None | None | False | None | False | 787.9 | 0 | | 3935107 | 152078 | None | code260 | Guy wire 7/10 SWG | Kg | 81.09 | 81.09 | 20.0 | False | None | None | False | None | False | 1621.8 | 0 | | 3935108 | 152078 | None | code261 | 11kv lightning arrestors metal oxide 9 KV, 5KN (set/3no) | Set | 4989.6 | 4989.6 | 2.0 | False | None | None | False | None | False | 9979.2 | 0 | | 3935109 | 152078 | None | code262 | 11KV solid core type HG fuse unit (set/3no) | Set | 1122.45 | 1122.45 | 2.0 | False | None | None | False | None | False | 2244.9 | 0 | | 3935110 | 152078 | None | code263 | 11kv 200Amps single Break Gos | Set | 9922.5 | 9922.5 | 2.0 | False | None | None | False | None | False | 19845.0 | 0 | | 3935111 | 152078 | None | code264 | H frame for mounting GoS | No | 4548.6 | 4548.6 | 2.0 | False | None | None | False | None | False | 9097.2 | 0 | | 3935112 | 152078 | None | code265 | Sprial earth electrode | No | 250.95 | 250.95 | 4.0 | False | None | None | False | None | False | 1003.8 | 0 | | 3935113 | 152078 | None | code266 | Labour Cost:
Erection of 9mtr RCC DP transformer structure | No | 7332.15 | 7332.15 | 2.0 | False | None | None | False | None | False | 14664.3 | 0 | | 3935114 | 152078 | None | code267 | Fixing of guysets with No 15 strain insulators anchor rod and turn buckle & anchor rod | Set | 622.65 | 622.65 | 12.0 | False | None | None | False | None | False | 7471.8 | 0 | | 3935115 | 152078 | None | code268 | Fixing of Earthings | No | 996.45 | 996.45 | 6.0 | False | None | None | False | None | False | 5978.7 | 0 | | 3935116 | 152078 | None | code269 | Fixing of Caution /Danger Boards | No | 84.0 | 84.0 | 2.0 | False | None | None | False | None | False | 168.0 | 0 | | 3935117 | 152078 | None | code270 | Fixing of Anti climbing Devices | Kg | 44.1 | 44.1 | 4.0 | False | None | None | False | None | False | 176.4 | 0 | | 3935118 | 152078 | None | code271 | Guy cocreting with boulders, mud and sand | No | 262.5 | 262.5 | 8.0 | False | None | None | False | None | False | 2100.0 | 0 | | 3935119 | 152078 | None | code272 | Fixing of 11 KV Lightning arrestors | Set | 124.95 | 124.95 | 2.0 | False | None | None | False | None | False | 249.9 | 0 | | 3935120 | 152078 | None | code273 | Fixing of solid coe type HG fude unit (set/3No) | Set | 248.85 | 248.85 | 2.0 | False | None | None | False | None | False | 497.7 | 0 | | 3935121 | 152078 | None | code274 | Fixing of 200 Amps single break Gos | Set | 1159.2 | 1159.2 | 2.0 | False | None | None | False | None | False | 2318.4 | 0 | | 3935122 | 152078 | None | code275 | Erevtion of 'H' frame for mounting Gos | No | 339.15 | 339.15 | 2.0 | False | None | None | False | None | False | 678.3 | 0 | | 3935123 | 152078 | None | code276 | Fixing of Spiral earth electrode | No | 97.65 | 97.65 | 4.0 | False | None | None | False | None | False | 390.6 | 0 | | 3935124 | 152078 | None | code277 | Painting of 9mts poles | No | 1008.0 | 1008.0 | 4.0 | False | None | None | False | None | False | 4032.0 | 0 | | 3935125 | 152078 | None | code278 | Concreting of 9mts RCC poles of DP structure
a) Base cocreting CC 1:4:8, 500x650x150mm | No | 327.6 | 327.6 | 4.0 | False | None | None | False | None | False | 1310.4 | 0 | | 3935126 | 152078 | None | code279 | b) Pole concreting CC 1:2:4 650X500X1700mm | No | 4719.75 | 4719.75 | 4.0 | False | None | None | False | None | False | 18879.0 | 0 | | 3935127 | 152078 | None | code280 | c) Pole coping CC 1:2:4 (as per actuals) 150mm arround the pole for a height of 300mm from ground level | No | 327.6 | 327.6 | 4.0 | False | None | None | False | None | False | 1310.4 | 0 | | 3935128 | 152078 | None | code281 | Part E Extension of LT 3Phase 5 wire line using Rabbit ACSR Conductor inside Layout Material Cost RCC pole 9mtr long -145 kg W/L | No | 7429.8 | 7429.8 | 45.0 | False | None | None | False | None | False | 334341.0 | 0 | | 3935129 | 152078 | None | code282 | LT 4 pin Cross arms with clamps, bolt, nuts and washers for RCC poles | Set | 444.15 | 444.15 | 80.0 | False | None | None | False | None | False | 35532.0 | 0 | | 3935130 | 152078 | None | code283 | LT 2 pin Cross arms with clamps, bolt, nuts and washers for RCC poles | Set | 279.3 | 279.3 | 80.0 | False | None | None | False | None | False | 22344.0 | 0 | | 3935131 | 152078 | None | code284 | 1.1KV Pin Insulators | No | 69.3 | 69.3 | 400.0 | False | None | None | False | None | False | 27720.0 | 0 | | 3935132 | 152078 | None | code285 | No 8 strain Insulators | No | 28.35 | 28.35 | 205.0 | False | None | None | False | None | False | 5811.75 | 0 | | 3935133 | 152078 | None | code286 | Guyset complete with No 8 strain insulators and concreting materials | Set | 1194.9 | 1194.9 | 20.0 | False | None | None | False | None | False | 23898.0 | 0 | | 3935134 | 152078 | None | code287 | Rabbit ACSR conductor accessaries at 1.5% sag | Km | 48545.7 | 48545.7 | 13.0 | False | None | None | False | None | False | 631094.1 | 0 | | 3935135 | 152078 | None | code288 | conductor accessaries at 3% on above | Km | 1456.37 | 1456.37 | 13.0 | False | None | None | False | None | False | 18932.81 | 0 | | 3935136 | 152078 | None | code289 | Sprial earth electrode | No | 250.95 | 250.95 | 45.0 | False | None | None | False | None | False | 11292.75 | 0 | | 3935137 | 152078 | None | code290 | Sheet metal/Deep Street lighting metering Box with automatic control switch contactors with single phase 5-30 Amp meter and 50/5 amps CT incluing wiring | No | 6283.2 | 6283.2 | 2.0 | False | None | None | False | None | False | 12566.4 | 0 | | 3935138 | 152078 | None | code291 | PVC Pipe 40 mm dia | Mtr | 63.0 | 63.0 | 12.0 | False | None | None | False | None | False | 756.0 | 0 | | 3935139 | 152078 | None | code292 | PVC insulated wire 25 Sqmm single core multi stranded alluminium wire | Mtr | 46.55 | 46.55 | 50.0 | False | None | None | False | None | False | 2327.5 | 0 | | 3935140 | 152078 | None | code293 | Caution/Danger Board | No | 157.5 | 157.5 | 45.0 | False | None | None | False | None | False | 7087.5 | 0 | | 3935141 | 152078 | None | code294 | Anticlimbing Devies (12mte/kg GI barbed wire) | Kg | 93.45 | 93.45 | 45.0 | False | None | None | False | None | False | 4205.25 | 0 | | 3935142 | 152078 | None | code295 | PG clamps for Rabbit ACSR Conductors | No | 107.1 | 107.1 | 205.0 | False | None | None | False | None | False | 21955.5 | 0 | | 3935143 | 152078 | None | code296 | RCC pole 8 mtr long stud with 2 Nos of 2pin cross arms with clamps, bolts and washers | No | 5664.75 | 5664.75 | 10.0 | False | None | None | False | None | False | 56647.5 | 0 | | 3935144 | 152078 | None | code297 | LED street light fitting with 40 wats | Set | 4225.2 | 4225.2 | 65.0 | False | None | None | False | None | False | 274638.0 | 0 | | 3935145 | 152078 | None | code298 | Supply and fixing of GI pipe brackets for above | No | 1149.75 | 1149.75 | 65.0 | False | None | None | False | None | False | 74733.75 | 0 | | 3935146 | 152078 | None | code299 | Gaurding for Road Crossings | Span | 4347.0 | 4347.0 | 5.0 | False | None | None | False | None | False | 21735.0 | 0 | | 3935147 | 152078 | None | code300 | Labour Cost:
Erection of 9mtr long RCC Poles | No | 1829.1 | 1829.1 | 45.0 | False | None | None | False | None | False | 82309.5 | 0 | | 3935148 | 152078 | None | code301 | Fixing of LT 4 pin cross arms | Set | 168.0 | 168.0 | 80.0 | False | None | None | False | None | False | 13440.0 | 0 | | 3935149 | 152078 | None | code302 | Fixing of LT 2pin cross arms | Set | 168.0 | 168.0 | 80.0 | False | None | None | False | None | False | 13440.0 | 0 | | 3935150 | 152078 | None | code303 | Fixing of guyset with No 8 strain insulators anchor rod and turn bracket and concreting materials | Set | 622.65 | 622.65 | 20.0 | False | None | None | False | None | False | 12453.0 | 0 | | 3935151 | 152078 | None | code304 | Stringing of rabbit ACSR coductors | Km | 4579.05 | 4579.05 | 13.0 | False | None | None | False | None | False | 59527.65 | 0 | | 3935152 | 152078 | None | code305 | Fixing of sprial earth electrodes | No | 97.65 | 97.65 | 45.0 | False | None | None | False | None | False | 4394.25 | 0 | | 3935153 | 152078 | None | code306 | Fixing of Caution -Danger Boards | No | 84.0 | 84.0 | 45.0 | False | None | None | False | None | False | 3780.0 | 0 | | 3935154 | 152078 | None | code307 | Fixing of street light metering box | No | 789.6 | 789.6 | 2.0 | False | None | None | False | None | False | 1579.2 | 0 | | 3935155 | 152078 | None | code308 | Fixing of 8mtr RCC stud poles with 2 Nos of 2 pin cross arms | No | 1664.25 | 1664.25 | 10.0 | False | None | None | False | None | False | 16642.5 | 0 | | 3935156 | 152078 | None | code309 | Fixing of LED street Light fittings | Set | 170.1 | 170.1 | 65.0 | False | None | None | False | None | False | 11056.5 | 0 | | 3935157 | 152078 | None | code310 | Providing guarding for road crossing | Span | 1253.7 | 1253.7 | 5.0 | False | None | None | False | None | False | 6268.5 | 0 | | 3935158 | 152078 | None | code311 | Guy connecting with boulders, mud and sand | No | 262.5 | 262.5 | 20.0 | False | None | None | False | None | False | 5250.0 | 0 | | 3935159 | 152078 | None | code312 | Painting of 9mtrs RCC poles | No | 1008.0 | 1008.0 | 45.0 | False | None | None | False | None | False | 45360.0 | 0 | | 3935160 | 152078 | None | code313 | Concreting of 9mts RCC poles
a) Base cocreting CC 1:4:8, 500x650x150mm | No | 327.6 | 327.6 | 45.0 | False | None | None | False | None | False | 14742.0 | 0 | | 3935161 | 152078 | None | code314 | b) Pole concreting CC 1:2:4 650X500X1700mm | No | 4719.75 | 4719.75 | 45.0 | False | None | None | False | None | False | 212388.75 | 0 | | 3935162 | 152078 | None | code315 | c) Pole coping CC 1:2:4 (as per actuals) 150mm arround the pole for a height of 300mm from ground level | No | 327.6 | 327.6 | 45.0 | False | None | None | False | None | False | 14742.0 | 0 | | 3935163 | 152078 | None | code316 | Part F Providing Solar lights in park with 5.5 mtr MS PoleSupplying, testing and commissioning at site outdoor type SOLAR street light with the following specifications:
A stand alone solar photovoltaic system 1x74 watts output PV module comprises a compact fluorescent lamp (CFL) lead acid battery, PVC module, control electronic interconnecting wires/cables modules mounting hardware's, battery box, operators and instructions. The system should be designed to automatically switch OFF at dawn. The lamp should be compact fluorescent lamp (CFL) tube with 4 pin or 2 pin type with rating of 11 watts 'E' or PL type with adequate preheating circuit must be provided. The light output from the lamp should be around 900+1-5 lumens. Folded electrode type battery position tubular plate low maintenance lead acid battery. The battery will have minimum rating of 12 volts 75AH. The inverter should have equal sine wave, sine way type frequency in rang of 20-30khz half wave operation is not acceptable. The photo voltaic module under STC should be minimum of 74watts battery over discharge deep discharge of shortcut. The pole should be made of mild steel with 5.5mts height and painted with enamel paint. [Approved rate] | No | 47040.0 | 47040.0 | 20.0 | False | None | None | False | None | False | 940800.0 | 0 |
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