Karnataka Housing Board Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Karnataka Housing Board - KHB Tender
Civil And Construction
Civil Works Others
Opening Date30 Sep 2024
Closing Soon27 Nov 2024
Tender Amount₹ 38,71,94,842.97
Costs
EMD
₹ 38,75,000Document Cost
Refer DocumentsTender Fee
₹ 7,500
Summary
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
Description
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Contact
Tender Id
KHB/2024-25/OW/WORK_INDENT308Tender No
KHB/2024-25/OW/WORK_INDENT308Tender Authority
Karnataka Housing Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
code04 - Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in OrdinarySlashSoft rock & 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 (vol-1)(COMMON SCHEDULE OF RATES 2023- 24) 10% In ordinarySlashSoft rock 1.13 Vol-1
4716.62
380
1792787.262
code05 - Construction of Embankment by excavating the available approved GravelSlashMurrum 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. (vol-I) (COMMON SCHEDULE OF RATES 2023- 24) borrowed earth in low laying area as per site condition 1.8 Vol-1
24341.91
124
3041521.6545
code06 - PLOT BOUNDARY STONES Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, tools, usage & other appurtenances required to complete the work. In ordinarySlashsoft rock without blasting upto 1.5 m depth (vol-1) (COMMON SCHEDULE OF RATES 2023- 24) Plots:970*3Nos, CA 5*4Nos,COMM 4*4Nos = 2715 Nos
35.35
313
11098.1325
code07 - Boundary pillar Slash 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(COMMON SCHEDULE OF RATES 2023- 24 Vol-3) Plots:970*3Nos, CA 5*4Nos,COMM 4*4Nos = 2946 Nos Site Plot Stones SL no 8.18
2946
785
2313788.4
code08 - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (vol-3) (COMMON SCHEDULE OF RATES 2023- 24)
1302.13
114
149028.7785
code09 - Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with syntheticenamel paint black or any other approved colour to give an even shade English and Roman - per cm height per letter 8.3 Vol-3
17676
1
29695.68
code10 - LAY OUT BOARD Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m (vol-1) (COMMON SCHEDULE OF RATES 2023-24) 1.14 Vol-1
16.34
107
1750.014
code11 - PCC FOR COLUMNS Providing and laying in position plain cement concrete for levelling course for all works in foundation. The graniteSlashtrapSlashbasalt 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)
0.32
5947
1903.104
code12 - Providing and laying in position Cement Concrete for all Foundation works. The graniteSlashtrapSlashbasalt 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. ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Main Layout Board Footing
4.1
7129
29230.786
code13 - Providing and laying in position Cement Concrete for all Foundation works. The graniteSlashtrapSlashbasalt 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. ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Main Layout Board Column
2.95
11222
33105.785
code14 - Providing and laying in position Cement Concrete for all Foundation works. The graniteSlashtrapSlashbasalt 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. ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Main Layout Board Beam
0.12
10562
1267.4592
code15 - Providing and laying in position Cement Concrete for all Foundation works. The graniteSlashtrapSlashbasalt 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. ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Main Layout Board Slab
14.46
9902
143183.3538
code16 - Supplying, fitting and placing TMT FE 550 Slash 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapingSlashwelding joints, tying with binding wire Slash soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. (vol-i) (COMMON SCHEDULE OF RATES 2023-24) 2.11 V-1
1.98
93929
185981.103
code17 - Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.1.2
525.26
253
132917.043
code18 - Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (vol-3) 8.1 (COMMON SCHEDULE OF RATES 2023-24) Same as Plastering Qty
525.26
114
60116.007
code19 - Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with syntheticenamel paint black or any other approved colour to give an even shade English and Roman - per cm height per letter 8.3 Vol-3
8300
1
13944
code20 - Planting of trees and their maintenance for one year KSRRB M300-9. Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yardSlashsludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year complete as per specifications. MORTH Specification No. 307
1200
1102
1323000
code21 - 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 Slash messages Slash symbolsetc. 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 Morth 804 - Vol-3
1
9450
9450
code22 - PARK FENCING Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m (vol-1) (COMMON SCHEDULE OF RATES 2023-24) all types of soil by mechanical means 1.14.1
395.36
107
42343.056
code23 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The graniteSlashtrapSlashbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (vo;-1) (COMMON SCHEDULE OF RATES 2023-24) 2.1.2
95.24
5947
566411.328
code24 - Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto
plinth level with : vol- 2 Cement mortar 1:6 (1 cement : 6 coarse sand) (COMMON SCHEDULE OF RATES 2023-24) (VOL-II) 5.1.1
278.52
5891
1640914.506
code25 - Providing Size Stone masonry with hard stone in foundation & plinth
with Cement mortar 1:6 (1 cement : 6 coarse sand)) (COMMON SCHEDULE OF RATES 2023-24) (VOL-II) 5.4
278.52
6708
1868437.494
code26 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The graniteSlashtrapSlashbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (vol-1) (COMMON SCHEDULE OF RATES 2023-24) . Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates
92.84
7129
661899.0664
code27 - Providing and laying in position cement concrete for all Foundation works. The graniteSlash trapSlash 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) (vol-1) (COMMON SCHEDULE OF RATES 2023-24) . M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates
28.25
7129
201407.245
code28 - Providing and laying in cement concrete for levelling course for all works in foundation. The graniteSlashtrapSlashbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Including & Centering according to sr 2023-24 pg no 115 & it no 8) (vol-1 ) (COMMON SCHEDULE OF RATES 2023-24)
3.89
7129
27733.5994
code29 - Providing and laying in position cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The graniteSlashtrapSlashbasalt 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) Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Including & Centering according to sr 2023-24 pg no 115 & it no 8) (vol-1 ) (COMMON SCHEDULE OF RATES 2023-24)
1.44
11431
16460.8416
code30 - Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (vol-2 ) (COMMON SCHEDULE OF RATES 2023-24)
2534.4
118
300706.56
code31 - Providing and laying in cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Including & Centering according to sr 2023-24 pg no 115 & it no 8) (vol-1 ) (COMMON SCHEDULE OF RATES 2023-24)
6
9958
59752.38
code32 - Supplying, fitting and placing TMT FE 550 Slash 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapingSlashwelding joints, tying with binding wire Slash soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.) (vol-ii) (COMMON SCHEDULE OF RATES 2023-24) 2.11
1699.2
93
159605.856
code33 - Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) tobrickSlashstone masonary including rounding off corners wherever requiredsmoothrendering,providing and removing scaffolding, including costof materials, labour, curing complete as per specifications and as perdirections of Engineer-in-charge. (vol-2) 8.3.1
38.4
371
14273.28
code34 - Providing FlushSlash Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications
and as per directions of Engineer-in-charge. vol - 2(COMMON SCHEDULE OF RATES 2023-24) 8.19.1
58.18
267
15577.695
code35 - Providing FlushSlash Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications
and as per directions of Engineer-in-charge. vol - 2(COMMON SCHEDULE OF RATES 2023-24) 8.19.1
123.31
267
33016.2525
code36 - Providing FlushSlash Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications
and as per directions of Engineer-in-charge. vol - 2(COMMON SCHEDULE OF RATES 2023-24) 8.19.1
265.53
267
71095.6575
code37 - Finishing walls with water proofing cement paint of required shade : Old work (one coats @ 2.20 kgSlash10 m²) complete. including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. vol - 2(COMMON SCHEDULE OF RATES 2023-24) 8.72.2
38.4
58
2257.92
code38 - Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (vol-2 ) (COMMON SCHEDULE OF RATES 2023-24)
24429.62
118
2898574.413
code39 - Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of
Engineer-in-charge. (Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade) (COMMON SCHEDULE OF RATES 2023-24) (VOL-II)
2063.13
883
1821846.9465
code40 - Providing and fixing Steel work welded in built up sectionsSlash framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge Vol-2
2784
118
330321.6
code41 - Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (vol-2)(COMMON SCHEDULE OF RATES 2023-24)
2235.47
120
269933.0025
code42 - ROAD Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m (vol-1) (COMMON SCHEDULE OF RATES 2023-24) All type of soil by mechanical means (20%) 1.14.1
12584.16
107
1347763.536
code43 - 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 depthIn ordinarySlashsoft rock without blasting upto 1.5 m depth 60% 1.15.1
17478
381
6661739.7
code44 - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata. Considering Hard Rock 20% (blasting prohibited) Depth upto 1.50 m 1.21.5
4893.84
1064
5210471.448
code45 - Embankment (AVALIABLE EARTH) 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. (vol-1) (COMMON SCHEDULE OF RATES 2023-24) 1.7
13982.4
124
1747100.88
code46 - SUBGADE Construction of Embankment by excavating the available approved GravelSlashMurrum 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. (vol-I) (COMMON SCHEDULE OF RATES 2023-24) 1.8
22980.09
497
11437190.793
code47 - Loading and Unloading of Stone BoulderSlashStone aggregatesSlashSandSlashKankarSlashMoorum.(Tipper 10 m3) (vol-3) (COMMON SCHEDULE OF RATES 2023-24) Taking output 10 t load and lead 10 km = 100 t.km
29420.94
102
3027414.726
code48 - Granular Sub Base Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material (vol-3) (COMMON SCHEDULE OF RATES 2023-24) 4.1
i
11652
2612
30439684.8
code49 - Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paverSlashgrader in sub-base Slash base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(vol-3) (COMMON SCHEDULE OF RATES 2023-24) 4.17
8752
2686
23516186.4
code50 - PRIME COAT OVER WMM SlashWBM 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. (vol-3) (COMMON SCHEDULE OF RATES 2023-24) 5.1.i
28160
43
1212288
code51 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kgSlashm2 on the prepared bituminous surface cleaned with mechanical broom (vol-3) (COMMON SCHEDULE OF RATES 2023-24)
43360
12
546336
code52 - BITUMINOUS MACADAM 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 issue rate 7503 (vol-3) (COMMON SCHEDULE OF RATES 2023-24) 5.8 A
1726.4
8121
14021389.2
code53 - SDBC Providing and laying Semi Dense Bituminous Concrete with 40Slash60 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. (vol-3) (COMMON SCHEDULE OF RATES 2023-24) 5.31
1079
10659
11501708.4
code54 - 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-3) (COMMON SCHEDULE OF RATES 2023-24)
6440.85
517
3334106.0025
code55 - PAINTING Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (i) Over 10 cm in width (vol-3) (COMMON SCHEDULE OF RATES 2023-24)
800
213
170520
code56 - PAINTING Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (i) Over 10 cm in width (vol-3) (COMMON SCHEDULE OF RATES 2023-24)
780
213
166257
code57 - PAINTING Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (i) Over 10 cm in width (vol-3) (COMMON SCHEDULE OF RATES 2023-24)
330
213
70339.5
code58 - EARTH WORK FOR KERB STONE 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 1.50 m (COMMON SCHEDULE OF RATES 2023-24)(VOL-I) In ordinarySlashsoft rock without blasting upto 1.5 m depth 18m road 1.19.1
132
476
62924.4
code59 - Kerb Stones for 18 m Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 600 x 300 x 150 mm size 8.42.3
II
2200
486
1069530
code60 - PCC FOR Kerb Stones for 18 m Providing and laying in position Cement Concrete for levelling course for all works in foundation. The graniteSlashtrapSlashbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates 2.1.4 V-2
66
6527
430838.1
code61 - Enamel Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (vol-3) (COMMON SCHEDULE OF RATES 2023- 24) 8.10
1980
114
226611
code62 - FOR CHAMBERS 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.. (vol-5) (COMMON SCHEDULE OF RATES 2023-24) 16.10
521.33
4447
2318771.574
code63 - Supplying S&S RCC SPUN Slash 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 NP3 Class pipe of 300 mm dia. (vol-5) (COMMON SCHEDULE OF RATES 2023-24)
2517.33
1398
3520737.738
code64 - CULVERT Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m (vol-1) (COMMON SCHEDULE OF RATES 2023-24) All type of soil by mechanical means (20%) 1.14
356.53
107
38184.363
code65 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinarySlashsoft rock without blasting upto 1.5 m depth 60% 1.15.1 V-1
1069.6
381
407678.04
code66 - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata. Considering Hard Rock 20% (blasting prohibited) Depth upto 1.50 m 1.21.5 V-1
356.53
1064
379597.491
code67 - Providing and laying in position plain cement concrete for levelling
course for all works in foundation. The graniteSlashtrapSlashbasalt 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 1:4:8 Using 40 mm nominal size graded crushed coarse
aggregates (vol-1) (COMMON SCHEDULE OF RATES 2023-24) 2.1.2
321.74
5947
1913452.128
code68 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13) (vol-1) (COMMON SCHEDULE OF RATES 2023-24) FOR CULVERTS SLAB 2.4.2
125.13
9958
1246135.8849
code69 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13) (vol-1) (COMMON SCHEDULE OF RATES 2023-24) Culvert walls 2.4.2
115.5
7170
828167.34
code70 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13) (vol-1) (COMMON SCHEDULE OF RATES 2023-24) Base Footing 2.4.2
100.1
7170
717745.028
code71 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13) (vol-1) (COMMON SCHEDULE OF RATES 2023-24) Head walls 2.4.2
15.6
7170
111856.368
code72 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13) (vol-1) (COMMON SCHEDULE OF RATES 2023-24) 12M FOR CULVERTS SLAB 2.4.2
94.25
9958
938610.3025
code73 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13) (vol-1) (COMMON SCHEDULE OF RATES 2023-24) 12M FCulvert walls 2.4.2
97.5
7170
699102.3
code74 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13) (vol-1) (COMMON SCHEDULE OF RATES 2023-24) 12M Base Footing 2.4.2
75.4
7170
540639.112
code75 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13) (vol-1) (COMMON SCHEDULE OF RATES 2023-24) 12M Head walls 2.4.2
7.8
7170
55928.184
code76 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13) (vol-1) (COMMON SCHEDULE OF RATES 2023-24) 15M FOR CULVERTS SLAB 2.4.2
30.15
9958
300255.7095
code77 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13) (vol-1) (COMMON SCHEDULE OF RATES 2023-24) 15M Culvert walls 2.4.2
36.18
7170
259420.7304
code78 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13) (vol-1) (COMMON SCHEDULE OF RATES 2023-24) 15M Base Footing2.4.2
24.12
7170
172947.1536
code79 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13) (vol-1) (COMMON SCHEDULE OF RATES 2023-24) 15M Head walls 2.4.2
1.87
7170
13408.4236
code80 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13) (vol-1) (COMMON SCHEDULE OF RATES 2023-24) 18M FOR CULVERTS SLAB2.4.2
36.9
9958
367477.137
code81 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13) (vol-1) (COMMON SCHEDULE OF RATES 2023-24) 18M FCulvert walls.4.2
44.28
7170
317499.9984
code82 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13) (vol-1) (COMMON SCHEDULE OF RATES 2023-24) 18M Base Footing .4.2
29.52
7170
211666.6656
code83 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13) (vol-1) (COMMON SCHEDULE OF RATES 2023-24) 18M Head walls .4.2
1.87
7170
13408.4236
code84 - STEEL REINFORCEMENT Supplying, fitting and placing TMT FE 550 Slash 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapingSlashwelding joints, tying with binding wire Slash soft
annealed steel wire and other ancilary operations complete as per drawing and technical specification (vol-1) (COMMON SCHEDULE OF RATES 2023-24) 2.11.f
119.74
94510
11316687.27
code85 - Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kgSlash10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (vol-1) (COMMON SCHEDULE OF RATES 2023-24) 8.28
335.28
93
31331.916
code86 - 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.(vol-1) (COMMON SCHEDULE OF RATES 2023-24)
1977.01
279
552178.893
code87 - ESTIMATE FOR RCC SURFACE DRAINS ( for 9,12m roads) EXCAVATION 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 aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usage
of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m(vol-1) (COMMON SCHEDULE OF RATES 2023-24)1.14 Total Qty 20% all kind of Soils
2348.59
107
251533.989
code88 - EXCAVATION Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinarySlashsoft rock without blasting upto 1.5 m depth In ordinarySlashsoft rock without blasting upto 1.5 m depth 60%
7045.77
381
2685495.2355
code89 - EXCAVATION Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata. Considering Hard Rock 20% hard rock (blasting prohibited) Depth upto 1.50 m
2348.59
1064
2500543.773
code90 - PCC BED Providing and laying in position plain cement concrete for levelling course for all works in foundation. The graniteSlashtrapSlashbasalt 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (VOL-1) (COMMON SCHEDULE OF RATES 20-) 9m mtr 12 mtr drain drain 15 mtr drain 18 mtr drain
1285.45
5947
7644828.24
code91 - RCC M20 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13) COMMON SCHEDULE OF RATES 20-) (vol-1) SHUTTERING - 35%
3243.51
8962
29071093.6035
code92 - STEEL REINFORCEMENT Supplying, fitting and placing TMT FE 550 Slash 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapingSlashwelding joints, tying with binding wire Slash soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (vol-1) (COMMON SCHEDULE OF RATES 2023-24)
214.06
94510
20230917.63
code93 - ESTIMATE FOR RCC STROM WATER DRAINS ( for 9,12m roads) EXCAVATION Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m ((vol-1) (COMMON SCHEDULE OF RATES 2023-24) Total Qty 20% all kind of Soils
382.81
107
40998.951
code94 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinarySlashsoft rock without blasting upto 1.5 m depth In ordinarySlashsoft rock without blasting upto 1.5 m depth 60%
1148.43
381
437724.0945
code95 - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata. hard rock (blasting prohibited) Depth upto 1.50 m 20%
382.81
1064
407577.807
code96 - PCC BED Providing and laying in position plain cement concrete for levelling course for all works in foundation. The graniteSlashtrapSlashbasalt 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (vol-1) (COMMON SCHEDULE OF RATES 2023-24)
116.85
5947
694930.32
code97 - RCC M20 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13)(vol-1) (COMMON SCHEDULE OF RATES 2023-24) 9mtr and 12 mtr drain Sides
69.12
8962
619512.192
code98 - RCC M20 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13)(vol-1) (COMMON SCHEDULE OF RATES 2023-24) 9mtr and 12 mtr drain bottom
57.6
6639
382415.04
code99 - RCC M20 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13)(vol-1) (COMMON SCHEDULE OF RATES 2023-24) 9mtr and 12 mtr drain slab
43.2
9958
430217.136
code100 - RCC M20 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13)(vol-1) (COMMON SCHEDULE OF RATES 2023-24) 15 mtr drain Sides
2.4
8962
21510.84
code101 - RCC M20 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13)(vol-1) (COMMON SCHEDULE OF RATES 2023-24) 15 mtr drain Bottom
2
6639
13278.3
code102 - RCC M20 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13)(vol-1) (COMMON SCHEDULE OF RATES 2023-24) 15 mtr drain Slab
1.5
9958
14938.095
code103 - RCC M20 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13)(vol-1) (COMMON SCHEDULE OF RATES 2023-24) 15 mtr STROM WATER DRAIN Sides
230.1
8962
2062351.785
code104 - RCC M20 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13)(vol-1) (COMMON SCHEDULE OF RATES 2023-24) 15 mtr STROM WATER DRAIN Bottom
88.4
6639
586900.86
code105 - STEEL REINFORCEMENT Supplying, fitting and placing TMT FE 550 Slash 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapingSlashwelding joints, tying with binding wire Slash soft
annealed steel wire and other ancilary operations complete as per drawing and technical specification (vol-1) (COMMON SCHEDULE OF RATES 2023-24)
62.93
94510
5947545.765
code106 - Estimate for sinking of 150mm dia Bore Well. 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 toseal 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. 100Slash- is to be deducted for Dry Borewell towards yield test. (vol-5) (COMMON SCHEDULE OF RATES 2023-24) For geophysical Investigation
5
5552
27762
code107 - 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 rnig 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: (vol-5) (COMMON SCHEDULE OF RATES 2023-24)up to 50mtr
250
388
97125
code108 - 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 rnig 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: (vol-5) (COMMON SCHEDULE OF RATES 2023-24)50 to 100 mtr
250
487
121800
code109 - 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 rnig 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: (vol-5) (COMMON SCHEDULE OF RATES 2023-24)100 to 150 mtr
250
517
129412.5
code110 - 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 rnig 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: (vol-5) (COMMON SCHEDULE OF RATES 2023-24)150 to 200 mtr
250
600
150150
code111 - Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments 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 unloading at both destinations and
cuts of pipes wherever necessary including jointing of PVC pipes and
specials (excluding cost of specials) with jointing of approved type, with
all labour with all lead & lift including encasing the pipe 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: PVC pipes 140mm dia., 6 kgSlashsqcm & class 3 Sinking(vol-5) (COMMON SCHEDULE OF RATES 2023-24) 140 mm dia casing pipes
3250
613
1992900
code112 - Estimate for Providing Power pump for borewells Providing, supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For 7.50 HP - 90 LPM @ 165 m = 15 STG Outlet Dia - 2.00” (ITNO 13.15.7 PG NO-152) (COMMON SCHEDULE OF RATES 20-)(VOL-V)
3
42850
128551.5
code113 - Submersible cable :-Supply and delivery of brand new finolex made PVC insulated test copper conductor flat submersible cable 1.1 KV grade confirming to latest Indian standard specification PWD Electrical SSlashR -: P-7, item -2.6.3 3 x 3 x 4 S qmt. = 165Rmt
495
167
82665
code114 - Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554Slash 1990 body hydraulically tested 1.5HP seat standard
tested 1 HP with IS mark. For 50 mm dia GM (Copper alloy) Gate valves.(COMMON SCHEDULE OF RATES 2023-24) VOL-V (IT NO 11.15.6 PG NO 133) 50 mm Size = 1No
3
1772
5317.2
code115 - Supply and delivery at site of brand new best make non-return valve as per IS 778Slash1984 with ISI Mark and as per its latest amendments (IT NO 13.25.1 PG NO 154)(COMMON SCHEDULE OF RATES 2023-24) VOL-V 50 mm Size = 1No
3
1312
3937.5
code116 - Combined energy meter and control pannel Board unit :-Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog
Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of SSlashD Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type
e NOTE: 1) DOLDirect Online Starter 2) S-D- Star Delta Starter (6 to 15 HP pumps) IT NO 13.24.3 & PG NO-155 (COMMON SCHEDULE OF RATES 2023-24) VOL-V 2 Set
3
18375
55125
code117 - Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. ( IT NO 38 & PG NO-163 ,VOL-V)(COMMON SCHEDULE OF RATES 20-) 2 Set
3
6457
19372.5
code118 - Power shunt capacitor :- Supply and delivery at site best indigenous brand new power capacitor as per IS 2834Slash1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. (IT NO 31 & PG NO 162VOL-V) (COMMON SCHEDULE OF RATES 2023-24) 2 KVAR 1set
3
577
1732.5
code119 - Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe: (Heavy Duty GI pipe of 50mm dia IT NO 3.6 & PG NO 142 ,VOL-V) (COMMON SCHEDULE OF RATES 20-) 150 Rmt
48
712
34221.6
code120 - Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming
to IS 1239-II, 1991 with latest amendments if any. ( IT NO 6.5 & PG NO-143 ,VOL-V) (COMMON SCHEDULE OF RATES 20-)
2
229
459.9
code121 - Main connectin :- Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554Slash 1988 with latest amendments with ISI
mark from KPTCL pole to meter board unit. (IT NO 43 & pg no -164,vol-v) (COMMON SCHEDULE OF RATES 20-) 3 x 16 Sqm.
300
84
25200
code122 - Fabricating supplying and mounting MS box made out … SWG suitable for floor Slash 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 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. IT NO 5.42 & PGNO -30
21600
-
9288
code123 - Supplying of TPST with rewirable porcelain channels in SM enclosure 63 Amps.
2
4403
8807.26
code124 - Supplying and fixing polished wood board made of not less than 15mm thick plank on both sides made out of not more than 2 pieeces and fixing the same to the wall using tampered inverted wooden pluges screws etc.., (20"x20"x2.5")
2
315
630
code125 - Supplying and fixing HRC fuse units base on existing switchSlashpanel board (b)63A to 125 amps.,
2
270
540
code126 - Wiring for LightingSlashPower circuit using one of POVC insulated 1100V Grade, multies and copper conductor single core cable in open or consealed system of wiring (g)10.00sqmm.
32
157
5024
code127 - Supplying and wiring adopting loop system in existing PVC conduitSlashcasing caping using copper PVC insulated multi stand 2x1.50sqmm copper wire with a 6 Amps flush type SP control switch shall be fixed on the existing plastic sheet Slash box, the other end of the wire shall be terminated with sufficient loose length in awoodSlashPVC round block complete for each outlet, point wiring using class B materials (a) short p[oint upto 3 mtr., tapping point to out let via switch box Laying of Main cables :
2
276
552
code128 - Labour charges for laying the cable above ground excluding the cost of cable but including wires cost of materials involved for laying the cable. 100 Rmt
75
11
891
code129 - In a new trench :Labour charges for laying the cable in trench including digging of tranch 0.5m, wide 0.6m depth and refilling and consoldating the soil etc,. Complete. ( excluding the cost of cable). 100Rmts
75
76
5700
code130 - In G.I. Pipes : Labour charges for laying the cable in G.I. Pipes of 2.9mm thick 40mm dia with necessary clamps, bolts, nuts, washers etc,. For fixing the pipe on the pole and connecting to UG cable upto meter Board. ( including the cost of G.I. Pipes and other materials required but excluding the cost of cable. ) PWD Electrical SSlashR: P-641, item -6.9.1 10 Rmt
30
335
10050
code131 - Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554Slash 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit.( it no 44,pg no-164,vol-V) (COMMON SCHEDULE OF RATES 20-) 3 1Slash2 x 25 Sqm
3
782
2346.75
code132 - Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia.(IT NO 45 & PG NO-164,VOL-V)(COMMON SCHEDULE OF RATES 20-) 2 pits
6
3937
23625
code133 - CONSTRUCTION OF RCC HUME PIPE(1nos) FOR PUMP HOUSE Earth work excavation for Foundation by mechanical means for all
works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the
excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m)(vol-1) (COMMON SCHEDULE OF RATES 2023-24)
1.35
107
144.585
code134 - RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm(vol-5) (COMMON SCHEDULE OF RATES 2023-24) 1200 mm dia
1
17221
17221.05
code135 - Construction of Embankment by excavating the available approved
GravelSlashMurrum 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. (vol-1) (COMMON SCHEDULE OF RATES 2023-24) (3.14*1.4*1.4Slash4)
0.46
497
228.942
code136 - Providing and laying in position plain cement concrete for levelling course for all works infoundation. The graniteSlashtrapSlashbasalt crushedgraded coarse aggregates and fine aggregates asper relevant IS Codes machine mixed, laid in layersnot exceeding 150 mm thickness, well compactedusing plate vibrators, including all lead & lifts, costof all materials of quality, labour, Usage charges ofmachinery, curing, and all the other appurtenancesrequired to complete the work as per technicalspecifications. (The cost of steel reinforcement &formwork shall be paidseparately) Mix 1:4:8 (M 7.5) Using 40 mm nominal sizegraded crushed coarse aggregates.(vol-1) (COMMON SCHEDULE OF RATES 2023-24) (3.14*1.4*1.4Slash4)
0.23
5947
1367.856
code137 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The graniteSlashtrapSlashbasalt 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, plywood Slash steel formwork, 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 shall be paid separately). (COMMON SCHEDULE OF RATES 20-)(VOL-V) 1200 mm dia
0.23
6877
1581.825
code138 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates ( (Including & Centering according to sr 20- pg no 116 & it no 13) (vol-1) (COMMON SCHEDULE OF RATES 2023-24)
1.13
6639
7502.2395
code139 - Estimate for rising main from Borewell to Sump tank 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 1.50 m (COMMON SCHEDULE OF RATES 2023-24) (VOL-I)
1188
275
326818.8
code140 - 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 PN6.0 : (COMMON SCHEDULE OF RATES 2023-24)(VOL-V)
2200
492
1083390
code141 - Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS1865 and of grade GGG 40Slash50, 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 to face dimensions as per IS 14846-2000 only. 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 minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10: (COMMON SCHEDULE OF RATES 2023-24) (VOL-V) For sluice Valve of PN -10.0 and 80mm
2
10912
21825.3
code142 - Refilling available earth around trenchesSlashpipelines, 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 (COMMON SCHEDULE OF RATES 2023-24)(vol-1 )
1188
168
199584
code143 - Construction of Embankment by excavating the available approvedGravelSlashMurrum deposited at a place or borrow pits during or priorexcavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the requirementcomplete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SCHEDULE OF RATES 2023-24)(vol-1 )
132
497
65696.4
code144 - RAIN WATER RECHARGE PITS (5 N0's) Size of the tank 1.2 m diax 4m ht 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 (vol-1) (COMMON SCHEDULE OF RATES 2023-24) In all kinds of soils Depth upto 3 m 50%
13.25
107
1419.075
code145 - Size of the tank 1.2 m diax 4m ht 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 (vol-1) (COMMON SCHEDULE OF RATES 2023-24) In ordinarySlashsoft rock without blasting upto 1.5 m depth
50%
13.25
581
7707.525
code146 - Providing and laying in position plain cement concrete for levelling
course for all works in foundation. The graniteSlashtrapSlashbasalt 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 nominal size graded crushed coarse aggregates(vol-1) (COMMON SCHEDULE OF RATES 2023-24)PCC FOR RING
0.33
6288
2075.1885
code147 - Supplying to work spot rolling, lowering and placing in position RCC
perforated rings in the already excavated pit including loading and
unloading at both the destinations with all lead and lift with appurtenances.,
complete. ((COMMON SCHEDULE OF RATES 2023-24)VOL-V) 900 X 1100 MM
20
6464
129297
code148 - Providing and laying in position Reinforced cement concrete for all Foundation works. The graniteSlashtrapSlashbasalt 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SCHEDULE OF RATES 2023-24)VOL-I for roof
1.1
6601
7261.485
code149 - Supplying, fitting and placing TMT FE 550 Slash 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, lapingSlashwelding joints, tying with binding wire Slash soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Dam & Allied Works considering 75kgSlashcum
1582.79
93
147642.6512
code150 - Stone Boulders 300m (VOL-1)
4.42
667
2948.14
code151 - material rate 675per cum transportation- hire charges for 1 hour for Tipper-5cumcapacity is 240Rs. Hence for 1cum=240Slash5=48Rs mazdoor heavy considering 4cum per day259.88Slash4=52Rs Providing laying& compacting filling 40mm and downsize jelly (VOL-1)
16.25
1190
19337.5
code152 - material rate 1146per cum mazdoor heavy considering 5cum per day259.88Slash5=52Rs transportation- hire charges for 1 hour for Tipper-5cumcapacity is 240Rs. Hence for 1cum=240Slash5=48Rs Providing laying& compacting filling 20mm and downsize jelly (VOL-1)
2.65
1333
3532.45
code153 - material rate 1398per cum mazdoor heavy considering 5cum per day259.88Slash5=52Rs transportation- hire charges for 1 hour for Tipper-5cumcapacity is 240Rs. Hence for 1cum=240Slash5=48Rs Providing laying& compacting filling 10mm and downsize jelly (VOL-1)
2.65
1362
3609.3
code154 - Providing and filling sand (Fine) in foundation upto plinth to required depth for sub soil treatment including watering ramming with all lead and lift complete as per specifications. (COMMON SCHEDULE OF RATES 2023-24) (VOL-1) coarse sand
4.42
1488
6576.96
code155 - Providing and filling sand (Course) in foundation upto plinth to required depth for sub soil treatment including watering ramming with all lead and lift complete as per specifications. (COMMON SCHEDULE OF RATES 20-) (VOL-1) fine sand
4.42
1488
6576.96
code156 - Refilling available earth around trenchesSlashpipelines, 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 (COMMON SCHEDULE OF RATES 20-) (VOL-V)
5.3
168
890.4
code157 - Providing S&S RCC SPUN Slash 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 surveyRCC NP3 Class pipe of 300 mm dia.(COMMON SCHEDULE OF RATES 20-) (VOL-V) 300 mm dia
15
1398
20979
code158 - Estimate for Water Distribution system 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 1.50 m (COMMON SCHEDULE OF RATES 2023-24)(VOL-I) All Kind of Soil 20%
924
275
254192.4
code159 - 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 1.50 m (COMMON SCHEDULE OF RATES 2023-24)(VOL-I)In ordinarySlashsoft rock without blasting upto 1.5 m depth 60%
2772
476
1321412.4
code160 - 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 1.50 m (COMMON SCHEDULE OF RATES 2023-24)(VOL-I)Hard rock (blasting prohibited) Depth upto 1.50 m 20%
924
1064
983782.8
code161 - 200mm dia H.D.P.E pipe line Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 10.0(COMMON SCHEDULE OF RATES 2023-24)(VOL-V)
770
2160
1663893
code162 - 160mm dia H.D.P.E pipe line Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 10.0(COMMON SCHEDULE OF RATES 2023-24)(VOL-V)
770
1421
1094709
code163 - 110mm dia H.D.P.E pipe line Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 10.0(COMMON SCHEDULE OF RATES 2023-24)(VOL-V)
1540
682
1051050
code164 - 90mm dia H.D.P.E pipe line Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 10.0(COMMON SCHEDULE OF RATES 2023-24)(VOL-V)
3850
466
1794870
code165 - 75mm dia H.D.P.E pipe line Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 10.0(COMMON SCHEDULE OF RATES 2023-24)(VOL-V)
770
346
266805
code166 - 80MM dia Fixing sluice valvesSlash Butterfly Valves (labour charges only) conforming to relevant ISS with latest amendments as detailed below for the following diameter and types with two Nos of MJ collars, two flanged spigots, conveying to work site, loading, unloading, stacking with appurtenances. with all lead and lifts, aligning, fixing and testing with appurtenances. complete. (COMMON SCHEDULE OF RATES 2023-24)(VOL-V)
18
400
7200.9
code167 - 100MM dia Fixing sluice valvesSlash Butterfly Valves (labour charges only) conforming to relevant ISS with latest amendments as detailed below for the following diameter and types with two Nos of MJ collars, two flanged spigots, conveying to work site, loading, unloading, stacking with appurtenances. with all lead and lifts, aligning, fixing and testing with appurtenances. complete. (COMMON SCHEDULE OF RATES 2023-24)(VOL-V)
8
486
3889.2
code168 - Refilling available earth around trenchesSlashpipelines, 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 (COMMON SCHEDULE OF RATES 2023-24)(VOL-I)
4620
168
776160
code169 - 80MM dia Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40Slash50, 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 to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body an bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. MS
pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. completeFor PN-10: (COMMON SCHEDULE OF RATES 2023-24) (VOL-V)
40
10912
436506
code170 - 100MM dia Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40Slash50, 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 to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body an bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. MS
pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. completeFor PN-10: (COMMON SCHEDULE OF RATES 2023-24) (VOL-V)
18
11428
205707.6
code171 - For TP Air Valves of 80mm dia Providing and fixing of SingleSlash Double 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 40Slash 50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy Slash SS 304 steel, DN 50 float of HOSTAFLON Slash 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 10.0 etc. complete(COMMON SCHEDULE OF RATES 2023-24)(VOL-V)
25
30455
761381.25
code172 - For TP Air Valves of 100mm dia Providing and fixing of SingleSlash Double 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 40Slash 50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy Slash SS 304 steel, DN 50 float of HOSTAFLON Slash 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 10.0 etc. complete(COMMON SCHEDULE OF RATES 2023-24)(VOL-V)
10
38932
389329.5
code173 - Constructing brick masonry chamber of internal dimension 600x450mm 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 (VOL-V) (COMMON SCHEDULE OF RATES 2023-24)
52
5030
261588.6
code174 - Supply & fixing RCC Pre-cast Cover Slab of size 0.8 m x 0.8 m x 0.2m of M25-Design mix concrete with 12 mm steel @ 120 mm cSlashc both ways, over Gate valve extension spindle with central opening along with lid for smooth operation with appurtenances., complete with all lead and lift VOL-V) (COMMON SCHEDULE OF RATES 2023-24)
52
3034
157794
code175 - Construction of Embankment by excavating the available approvedGravelSlashMurrum deposited at a place or borrow pits during or priorexcavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the requirementcomplete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SCHEDULE OF RATES 2023-24)(vol-1 ) Total pipe length
693
497
344906.1
code176 - 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 SlashGI 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 providing40mm 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 Slash Brass ferrule of size 1Slash2” x 3Slash4” and fixing the union joint and gate valve Slash stop cock before the meter point and a reflex valve Slash 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 SlashSDR 11 or Higher grade conforming to standards with brass cutter,flow regurator,water tight cap with O’ring ,long spigot for making boreSlashtapping 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 shouldbe disposed off to a distance with an initial lead of 10 Kms. etc. complete for 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)(COMMON SCHEDULE OF RATES 2023-24) (VOL-V) Individual house connection 25 MM DIA
970
7145
6930892.5
code177 - UGD 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 1.50 m (COMMON SCHEDULE OF RATES 2023-24) (VOL-I) Over all average depth
2907
275
799715.7
code178 - 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. (COMMON SCHEDULE OF RATES 2023-24) (VOL-I)
8721
476
4157300.7
code179 - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata Hard rock (blasting prohibited) Depth upto 1.50 m 20%
2907
1064
3095082.9
code180 - EXCAVATION OF MANHOLES 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 1.50 m (COMMON SCHEDULE OF RATES 2023-24) (VOL-I) Ordinary soil 30%
781.47
275
214982.397
code181 - EXCAVATION OF MANHOLES 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 1.50 m (COMMON SCHEDULE OF RATES 2023-24) (VOL-I) Depth exceeding 1.5 m, but not exceeding 3 m 10%
260.49
347
90533.2995
code182 - 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. (COMMON SCHEDULE OF RATES 2023-24) (VOL-I) Ordinary Rock 10 %
260.49
476
124175.583
code183 - 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. (COMMON SCHEDULE OF RATES 2023-24) (VOL-I) Depth exceeding 1.5 m, but not exceeding 3 m 10%
260.49
584
152347.5765
code184 - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata. hard rock (blasting prohibited) Depth upto 1.50 m ( 20% )
520.98
1064
554687.406
code185 - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata. Depth exceeding 1.5 m, but not exceeding 3 m ( 20% )
520.98
1176
612672.48
code186 - Refilling available earth around trenchesSlashpipelines, 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 (COMMON SCHEDULE OF RATES 2023-24) (VOL-I)
13105.65
168
2201749.2
code187 - MATERIALS Providing 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. complete. for(COMMON SCHEDULE OF RATES 2023-24) (VOL-5) Supply & lying of PVC - U pipes as Per IS 15328 SN 8 - Self Fit:a) 160 mm diameter
4037.5
647
2615694.375
code188 - MATERIALS Providing 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. complete. for(COMMON SCHEDULE OF RATES 2023-24) (VOL-5) Supply & lying of PVC - U pipes as Per IS 15328 SN 8 - Self Fit:b) 200 mm diameter
2422.5
934
2263826.25
code189 - MATERIALS Providing 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. complete. for(COMMON SCHEDULE OF RATES 2023-24) (VOL-5) Supply & lying of PVC - U pipes as Per IS 15328 SN 8 - Self Fit: c) 250mm dia
1615
1436
2319786
code190 - Cost of required specials and fittings wherever necessary like Saddle tee, stub ends, flanged sets, bends, reducers etc complete. As per the Direction of engineer in charge.
1
719930
719930.66
code191 - DETAILED ESTIMATE FOR SEWER APPURTENANCES Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using PortlandSlashPozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame 1
10
30499
304993.5
code192 - DETAILED ESTIMATE FOR SEWER APPURTENANCES Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using PortlandSlashPozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame1.1
5
31007
155037.75
code193 - DETAILED ESTIMATE FOR SEWER APPURTENANCES Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using PortlandSlashPozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame 1.2
5
32938
164692.5
code194 - DETAILED ESTIMATE FOR SEWER APPURTENANCES Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using PortlandSlashPozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame1.3
5
36423
182117.25
code195 - DETAILED ESTIMATE FOR SEWER APPURTENANCES Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using PortlandSlashPozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame1.4
5
38361
191808.75
code196 - DETAILED ESTIMATE FOR SEWER APPURTENANCES Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using PortlandSlashPozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame 1.5
10
40300
403000.5
code197 - DETAILED ESTIMATE FOR SEWER APPURTENANCES Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using PortlandSlashPozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame 1.6
5
43646
218232
code198 - DETAILED ESTIMATE FOR SEWER APPURTENANCES Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using PortlandSlashPozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame 1.7
5
45584
227923.5
code199 - DETAILED ESTIMATE FOR SEWER APPURTENANCES Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using PortlandSlashPozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame 1.8
10
47132
471324
code200 - DETAILED ESTIMATE FOR SEWER APPURTENANCES Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using PortlandSlashPozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame 1.9
10
50869
508693.5
code201 - DETAILED ESTIMATE FOR SEWER APPURTENANCES Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using PortlandSlashPozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame 2
15
63823
957348
code202 - DETAILED ESTIMATE FOR SEWER APPURTENANCES Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using PortlandSlashPozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame 2.1
15
63823
957348
code203 - DETAILED ESTIMATE FOR SEWER APPURTENANCES Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using PortlandSlashPozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame 2.2
15
63823
957348
code204 - DETAILED ESTIMATE FOR SEWER APPURTENANCES Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using PortlandSlashPozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame2.3
15
63823
957348
code205 - DETAILED ESTIMATE FOR SEWER APPURTENANCES Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using PortlandSlashPozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame 2.4
15
63823
957348
code206 - DETAILED ESTIMATE FOR SEWER APPURTENANCES Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using PortlandSlashPozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame 2.5
20
63823
1276464
code207 - DETAILED ESTIMATE FOR SEWER APPURTENANCES Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using PortlandSlashPozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame 2.6
15
63823
957348
code208 - DETAILED ESTIMATE FOR SEWER APPURTENANCES Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using PortlandSlashPozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame 2.7
25
63823
1595580
code209 - DETAILED ESTIMATE FOR SEWER APPURTENANCES Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using PortlandSlashPozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame 2.8
20
63823
1276464
code210 - DETAILED ESTIMATE FOR SEWER APPURTENANCES Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using PortlandSlashPozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame 2.9
15
63823
957348
code211 - DETAILED ESTIMATE FOR SEWER APPURTENANCES Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using PortlandSlashPozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame3
20
93781
1875636
code212 - DETAILED ESTIMATE FOR SEWER APPURTENANCES Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using PortlandSlashPozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame4
5
124649
623248.5
code213 - Providing PVC-U INDIVIDUAL U.G.D House service connection (which shall be laid from inside the customer property ) which includes: a) Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the
PE Inspection chambres with lid consisting of inlet & outlet arrangements with base, riser of min. 0.42 m depth which includes earth work, fixing in CC-1:2:4 with appurtenances., complete. (c) civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,soft rock, hard rock, including cutting of any road using , crossing drains, compound, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, c.c. wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stacking the serviceable material with all lifts and lead , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network with appurtenances.complete. 110MM DIA (COMMON SCHEDULE OF RATES 2023-24) (VOL-V)
970
8540
8284479
code214 - OHT 2 LAKH CAPACITY EARTH WORK EXCAVATION Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m
82.67
107
8853.957
code215 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinarySlashsoft rock without blasting upto 1.5 m depth
31
381
11815.65
code216 - 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 Depth exceeding 1.5 m, but not exceeding 3 m
31
446
13833.75
code217 - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata.
31
1064
33005.7
code218 - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata.
31
1176
36456
code219 - Refilling available earth around trenchesSlashpipelines, 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 (COMMON SCHEDULE OF RATES 2023-24) (VOL-I)
144.69
168
24307.92
code220 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The graniteSlashtrapSlashbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates (COMMON SCHEDULE OF RATES 2023-24) (VOL-I)
22.23
6527
145114.1055
code221 - a) Raft Slab Providing and laying in position Cement Concrete for all Foundation works. The graniteSlashtrapSlashbasalt 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 M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SCHEDULE OF RATES 2023-24) (VOL-I) including shuttring
70.4
7369
518838.848
code222 - b)Pedistal Providing and laying in position Cement Concrete for all Foundation works. The graniteSlashtrapSlashbasalt 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 M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SCHEDULE OF RATES 2023-24) (VOL-I) including shuttring
4.61
11600
53479.3192
code223 - b) Girder Beam Providing and laying in position Cement Concrete for all Foundation works. The graniteSlashtrapSlashbasalt 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 M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SCHEDULE OF RATES 2023-24) (VOL-I) including shuttring
2.03
10235
20778.9379
code224 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The graniteSlashtrapSlashbasalt 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. Columns from footing to GL
10.69
12507
133705.175
code225 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The graniteSlashtrapSlashbasalt 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. 1) Upto G.L and 4mtr. Height
23.75
12632
300023.5375
code226 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The graniteSlashtrapSlashbasalt 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. 2) From 5mtrs to 10 Height
35.63
13641
486056.6214
code227 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The graniteSlashtrapSlashbasalt 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. 3) From 10mtrs to 12 Height
11.88
14808
175921.6536
code228 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The graniteSlashtrapSlashbasalt 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates BRACING BEAMS AT HEIGHT OF 3.8m
14.24
11771
167629.8624
code229 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The graniteSlashtrapSlashbasalt 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates BRACING BEAMS AT HEIGHT OF 7.6m
14.24
12772
181878.4064
code230 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The graniteSlashtrapSlashbasalt 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates BRACING BEAMS AT HEIGHT OF 12m
97.18
13537
1315576.1936
code231 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The graniteSlashtrapSlashbasalt 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
36.38
13537
492494.9776
code232 - Supplying, fitting and placing TMT FE 550 Slash 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapingSlashwelding joints, tying with binding wire Slash soft annealed steel wire and other ancilary operations complete as per drawing and echnical specification dam & allied works
35
94510
3307867.5
code233 - Labour charges for fabricating mild steel or torsteel bars of all sizes for reinforcement for RCC works including conveying steel to work spot with all lead including cleaning, straightening, bending, fabricating, placing in position and tieing as per design including cost of binding wire, hoisting etc. with all lifts etc. complete (excluding the cost of steel) for: 1)Upto 6 Mtr. Staging
2.3
11478
26400.78
code234 - Labour charges for fabricating mild steel or torsteel bars of all sizes for reinforcement for RCC works including conveying steel to work spot with all lead including cleaning, straightening, bending, fabricating, placing in position and tieing as per design including cost of binding wire, hoisting etc. with all lifts etc. complete (excluding the cost of steel) for: 2)Above 6Mtr. Upto 9 Mtr. staging
2.3
12134
27910.155
code235 - Labour charges for fabricating mild steel or torsteel bars of all sizes for reinforcement for RCC works including conveying steel to work spot with all lead including cleaning, straightening, bending, fabricating, placing in position and tieing as per design including cost of binding wire, hoisting etc. with all lifts etc. complete (excluding the cost of steel) for: 3)Above 9Mtr. Upto 12 Mtr. Staging
4.5
12744
57352.05
code236 - PLASTERING Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-incharge. Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer in-Charge.
1451.06
537
779872.197
code237 - Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc.
1
2247
2247
code238 - Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with:a) 65x65x8 mm angle iron
56
4553
255015.6
code239 - Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with:b) 65x65x10 mm angle iron
56
5041
282298.8
code240 - Providing and laying water proofing treatment to the Roof with PU based singlecomponent elastomeric pure polyurethane based coating on New terraceSlashChajjasSlashSunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge.2
580.5
857
497981.925
code241 - Supplying and fixing DISlashCI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete . 150mm
10
2487
24874.5
code242 - Providing Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends:
10
5420
54201
code243 - Providing & fixing CI duck foot bend of 150mm dia
5
2572
12862.5
code244 - Supplying, of DI flanged pipe conforming to IS 8329 : 2000 with latest amendments with Cement Mortar Lining (CML) with Portland Slag Cement as per IS 455:1989 and Metallic Zinc Coating as per annexure A of IS 8329 with finishing layer of Bituminous Coating as per Annex C of IS 8329 and Flanges: Metallic zinc rich epoxy paint & Bituminous Coating, laying true to line and hoisting in position and aligning to correct plumb including cost of jointing material, conveying to work spot with all lead and lifts etc., complete. For PN 10: 100mm
45
4904
220704.75
code245 - Providing and fixing guage with iron sheet of 3 mm to 4 mm thickness, 0.23 Mtr. width with copper floats indicators and flexible nylon wires, painting figures with approved enamelled paint with all lead and lifts etc., complete. MS Guage sheet for 2.0 Mtrs depth
6
5080
30485.7
code246 - Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post)
46.63
1393
64971.9105
code247 - Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement Steel.
1
11338
11338.95
code248 - Supplying and fixing lightning arrestor of aluminium strip 25mm *3mm size including finial and grounding, aluminium strip is to be embedded in one of the column in an independent GI conduit of 40mm dia pipe suitably jointed by collars with all specials with all leads and lifts etc., complete For tanks above 15 Mtr staging
2
14583
29166.9
code249 - Providing & fixing water stopper of approved make as per the directions of Engineer in charge.
240.21
204
49182.9975
code250 - GLSR 4 LAKH CAPACITY Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m a) -do- inordinary Slash all soils Slash hard soil
124.58
122
15304.653
code251 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinarySlashsoft rock without blasting upto 1.5 m depth In ordinarySlashsoft rock without blasting
41.53
446
18532.7625
code252 - 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)
In Hard Rock (blasting prohibited) Depth exceeding 3 m, but not exceeding 4.50 m In Hard Rock (blasting prohibited)
41.53
1255
52153.374
code253 - Refilling available earth around trenchesSlashpipelines, 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
131.43
168
22080.24
code254 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The graniteSlashtrapSlashbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates (COMMON SCHEDULE OF RATES 2023-24) (VOL-I)
25.95
6527
169397.7075
code255 - Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlash basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix with 20mm aggregate for level and upto 6 m height.
43.25
7628
329944.735
code256 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The graniteSlashtrapSlashbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
50.25
11326
569159.64
code257 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The graniteSlashtrapSlashbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
20.25
10618
215027.6625
code258 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-incharge. Sl. No. 8.9, Page No.42 Volume-II Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer in-Charge. Sl. No. 8.12, Page No.43 Volume-II
599.67
537
322292.6415
code259 - Labour charges for fabricating mild steel or torsteel bars of all sizes for reinforcement for RCC works including conveying steel to work spot with all lead including cleaning, straightening, bending, fabricating, placing in position and tieing as per design including cost of binding wire, hoisting etc. with all lifts etc. complete (excluding the cost of steel) for:
28.44
11478
326451.384
code260 - Supplying, fitting and placing TMT FE 550 Slash 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapingSlashwelding joints, tying with binding wire Slash soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.
28.44
93284
2652999.804
code261 - Providing and Applying PU based Elastomeric Liquid Applied PU Waterproofing Membrane single component, cold applied, water based acrylic PU dispersion with highly elastic and UV resistant water proofing treatment to the Existing Roof surfaceSlashChajjasSlashSunken portion of WC:Bathroom applied @ 1.2LSlashper m2,having tensile strength greater than 1.5NSlashmm2, elongation greater than 300% with solid content not less than 60% in 2 coats including surface preparation, priming the surface with water based acrylic primer @0.1 LSlashm2, and spreading 60 gsm geotextile between two top coats completely as per specification. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge.
599.67
773
464054.6295
code262 - Providing and applying two coats dry distemper of approved brand, and shade on wall surface including priming coat and whitening after throughly brooming the surface to remove all dirt, dust, mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour,complete as per specifications. extra item over KSRB 15.13.3 for applying distemper primer over ceiling and Slash or sloping roof as per specifications.
599.67
82
49742.6265
code263 - Providing and fixing M.S ladder between landing 45 cms wide using angle iron of following size 65x65x8mm and 20mm M.S bars at 25cms. Center to center with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia G.I pipe with angle iron props at 2.0mts, intervals and 0.5m , height including fixing in ground with C.C 1:2:4 and two coats of non-poisonous anticorrosive bituminous paint with all lead and lift etc...complete.
8
1912
15296.4
code264 - Providing and fixing PVC water stopper of suitable type of 230 mm width and 5 mm thickness for construction joints as per detailed technical specifications and as directed by engineer-in-charge.
8
411
3292.8
code265 - providing, fixing, applying of contraction joint with suitable type PVC water stopper of 230 mm width and 5 mm thick sealed with 12mm x 25mm gun grade polysulphide elastomeric joint sealant of FOSROC make (NITO seal MS 600) over a backer rod and high performance laminated closed cell polyethylene foam joint filler of suitable make (CAPCELL-HD-100) in sheet foam having a density of 100kgSlashcum, non staining with less than 1% water absorption, having 97% recovery at compression and as directed by engineer-in-charge.
8
598
4788
code266 - Providing & fixing of aluminium ventilators of frame size 40x18mm of 1.3mm thick, 0933kgSlashm all aluminium sections including cutting to required length, joints mitred subdiving the frame tenonned and riveted, in the assembled frame, stiffened with end clips for corners, angles etc., and fixed to the walls, lintels, flor beamsSlashcills as the case may be with necessary steel screws, raul plugs or teak wook gatties including supply along with fixing of SS-304 mesh with necessary required materials., complete
4
3179
12717.6
code267 - 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 (COMMON SCHEDULE OF RATES 2023-24) (VOL-1) For Ordinary soil 70 %
4042.5
107
432951.75
code268 - 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 (COMMON SCHEDULE OF RATES 2023-24) (VOL-1) In ordinarySlashsoft rock without blasting upto 1.5 m depth 20% Ordinary rock 15%
866.25
381
330171.1875
code269 - EXCAVATION IN HARD ROCK 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 For Hard soil 15 %
866.25
439
381106.6875
code270 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The graniteSlashtrapSlashbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates
105.3
6527
687382.605
code271 - Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The graniteSlashtrapSlash basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
874.4
7628
6670605.232
code272 - P Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The graniteSlashtrapSlashbasalt 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 M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
171.9
11036
1897093.557
code273 - P Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The graniteSlashtrapSlashbasalt 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 M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
89.08
11771
1048628.3808
code274 - Providing Brick work with common burnt clay Non Modular bricksof class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. (COMMON SCHEDULE OF RATES 20-) (VOL-II)
28.49
8376
238657.881
code275 - RCC M25 FOR STAIRCASE Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The graniteSlashtrapSlashbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 50% ON CONCRETE ITEM)
8.32
10777
89670.7136
code276 - Supplying, fitting and placing TMT FE 550 Slash 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapingSlashwelding joints, tying with binding wire Slash soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.
118.44
82961
9825965.982
code277 - Providing and fixing in position collapsible steel shutters withvertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (VOL-II)(COMMON SCHEDULE OF RATES 20-)
2.1
8689
18248.58
code278 - Providing & fixing of 2-track x 2-panel sliding windows made out ofmulti chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be ofsize 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(COMMON SCHEDULE OF RATES 20-) (VOL-II)
1.8
5274
9493.47
code279 - Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. V-2
53.76
339
18232.704
code280 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. V-2
109.94
309
34053.915
code281 - Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer incharge
163.7
105
17188.5
code282 - Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brickSlashstone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
306.16
339
103834.164
code283 - Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge.. Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 gramsSlashlitre as per specifications and as per directions of Engineer in charge.
163.7
141
23204.475
code284 - Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge.. Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 gramsSlashlitre as per specifications and as per directions of Engineer in charge. Extra over item for applying oil bound washable distemper on ceiling as per specifications Approved rate
53.76
150
8072.064
code285 - PFinishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltrSlash10 m² over and including one coat of Specialprimer applied @ 0.75 ltr Slash10 m² with paint of approved quality to givean even shade, after thoroughly brooming the surface to remove all dirt,dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
306.16
165
50791.944
code286 - Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete.
222.48
640
142498.44
code287 - Providing and laying water proofing treatment to the Roof with PU based singlecomponent elastomeric pure polyurethane based coating on New terraceSlashChajjasSlashSunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge.
560
857
480396
code288 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m
84.54
107
9054.234
code289 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinarySlashsoft rock without blasting upto 1.5 m depth Soft rock
253.62
381
96667.263
code290 - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata. hard rock (blasting prohibited) Depth upto 1.50 m
84.54
1064
90009.738
code291 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The graniteSlashtrapSlashbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates
21.19
5947
126021.168
code292 - Refilling available earth around trenchesSlashpipelines, 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 (COMMON SCHEDULE OF RATES 2023-24) (VOL-I)
63.35
168
10642.8
code293 - Providing and Filling in foundation with granite Slash 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.
30.42
2816
85665.762
code294 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The graniteSlashtrapSlashbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
146.4
7787
1140018.264
code295 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The graniteSlashtrapSlashbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
24.48
10618
259944.552
code296 - Supplying, fitting and placing TMT FE 550 Slash 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapingSlashwelding joints, tying with binding wire Slash soft annealed steel wire and other ancilary operations complete as per drawing and echnical specification dam & allied works
36.32
94510
3432621.36
code297 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-incharge.Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer in-Charge.
409.6
471
193105.92
code298 - Providing and fixing Aluminium fixtures like Aldrops of size 300 x 16 mm, Tower bolts of size 200 x 12 mm, Latches of size 250 x12 mm, 100 mm length oxidized Iron Hinges, Handles of size 150 mm, Door Stopper & Door Bush of approved make and quality including cost and conveyance of all materials and as per the direction of EIC of work with all lead and lift and as directed by the Engineer in charge of works. Single Shutter
1
4344
4344
code299 - Providing 2 pole structure at tapping point of the existing feeder lineSlashSub Station Part- A DP structure with RCC poles of 9mtr long 145 KG WSlashL
1
21974
21974.4
code300 - 11KV, 5KV polymeric pin Insulators [24 mm dia FRP rod]
3
215
645.75
code301 - 11KV, 45Kv polymeric pin Insulators
3
195
585.9
code302 - Guyset complete with No 15 strain insulators and concreting materials
1
1228
1228.5
code303 - CautionSlashDanger Boards
1
157
157.5
code304 - Anticlimbing Devies using barbed wire (12mtrSlashkg GI barbed wire)
2
93
186.9
code305 - 11KV 400amps Double break GoS
1
22323
22323
code306 - H frame for mounting GoS
1
4548
4548.6
code307 - Spiral earth electrode
2
250
501.9
code308 - 11kv lightning arrestors metal oxide with 9 KV, 5KA polymeric type with ground connectors (setSlash3Nos)
1
4989
4989.6
code309 - Earthing materials GI pipe for grounding
1
1819
1819.65
code310 - 11KV DOLO Cutouts (setSlash3 Nos)
1
6165
6165.6
code311 - Labour Cost :
Erection of 9mtr long RCC DP structure
1
5640
5640.6
code312 - Fixing of guysets with No 15 strain insulators, anchor rod and turn buckle
1
622
622.65
code313 - Fixing of CautionSlashDanger Boards
1
84
84
code314 - Fixing of Anti climbing Devices with Barbed wire
2
44
88.2
code315 - Erection of 400 amps D B GOS
1
1274
1274.7
code316 - Erection of 'H' frame for mounting GoS
1
339
339.15
code317 - Fixing of sprial earth electrodes
2
97
195.3
code318 - Fixing of lightning arrestors (setSlash3Nos)
1
124
124.95
code319 - Fixing of earthings
1
996
996.45
code320 - Fixing of DOLO cutouts (setSlash3Nos)
1
248
248.85
code321 - Guy cocreting with boulders, mud and sand
1
262
262.5
code322 - Painting of 9mts RCC poles
2
1008
2016
code323 - Concreting of 9mts RCC poles
a) Base cocreting CC 1:4:8, 500x650x150mm
2
327
655.2
code324 - b) Pole concreting CC 1:2:4 650X500X1700mm
2
3605
7211.4
code325 - c) Pole coping CC 1:2:4 (as per actuals) 150mm arround the pole for a height of 300mm from ground level
2
327
655.2
code326 - Extension of 11KV 3 Phasse Single Circuit tapping line from the existing feederSlashexisting substation using COYOTE ACSR Conductor Part-B RCC pole 9mtr long -145 kg WSlashL
92
7429
683541.6
code327 - 11 KV Horizantal Cross arms with clamps, bolt, nuts and washers for RCC poles
120
678
81396
code328 - 11KV, 5KN polymeric pin Insulators
360
215
77490
code329 - 11KV, 70Slash90 KN Disc Insulators
180
313
56511
code330 - Strain Clamps 3 bolted type for Disc Insulators
180
915
164808
code331 - DP structure with RCC poles of 9mtr long 145 KG WSlashL
4
21974
87897.6
code332 - COYOTE ACSR conductor with 1.5% sag
12
145950
1751400
code333 - COYOTE ACSR conductor accessaries at 3% on above
12
4378
52542
code334 - Guyset complete with No 15 strain insulators and concreting materials
25
1228
30712.5
code335 - PG clamps for COYOTE ACSR Conductors
180
332
59913
code336 - Spiral earth electrode
100
250
25095
code337 - E G stirrups with GI wire Lacing (setSlash2no's)
92
289
26661.6
code338 - CautionSlashDanger Boards
96
157
15120
code339 - Anticlimbing Devices (12mtrSlashkg GI barbed wire)
100
93
9345
code340 - 8 mtr RCC stud pole with 2 Nos of 2pin cross arms with clamps, nuts & washers
20
5664
113295
code341 - Guarding for Road Crossing with 4 pin cross arms with clamps, bolts nuts & washers
12
4347
52164
code342 - 11KV 200amps single break GoS
4
9922
39690
code343 - H frame for mounting GoS
4
4548
18194.4
code344 - 11kv lightning arrestors with 9 KV, 5KN polymeric type with ground connectors (setSlash3Nos)
4
4989
19958.4
code345 - Earthing materials GI pipe for grounding
4
1815
7261.8
code346 - Labour Cost:
Erection of 9mtr long RCC Poles
92
1829
168277.2
code347 - Fixing of 11KV Horizantal cross arms with HTST supports
120
285
34272
code348 - Erection of DP set
4
5640
22562.4
code349 - Stringing of COYOTE ACSR conductor
12
8400
100800
code350 - Fixing of guysets with No 15 strain insulators, anchor rod and turn buckle
25
622
15566.25
code351 - Fixing of spiral earth electrodes
100
97
9765
code352 - Fixing of E G stirrups with GI wire Lacing
92
168
15456
code353 - Fixing of Caution -Danger Boards
96
84
8064
code354 - Fixing of Anti climbing Devices
100
44
4410
code355 - Erection of 8mtr RCC stud poles with 2 Nos of 2 pin cross arms
20
1664
33285
code356 - Providing Road crossing guardings
12
1253
15044.4
code357 - Erection of 11KV 200amps single breaks GOS
4
1159
4636.8
code358 - Erection of 'H' frame for mounting GoS
4
339
1356.6
code359 - Fixing of Lightning arrestors
4
124
499.8
code360 - Fixing of earthing
4
996
3985.8
code361 - Guy cocreting with boulders, mud and sand
25
262
6562.5
code362 - Painting of 9mts RCC poles
100
1008
100800
code363 - Concreting of 9mts RCC poles
a) Base cocreting CC 1:4:8, 500x650x150mm
100
327
32760
code364 - b) Pole concreting CC 1:2:4 650X500X1700mm
100
4719
471975
code365 - c) Pole coping CC 1:2:4 (as per actuals) 150mm arround the pole for a height of 300mm from ground level
100
327
32760
code366 - Extension of 11KV, Single Circuit Power line using COYOTE ACSR Conductor inside Layout Part-C RCC pole 9mtr long -145 kg WSlashL
170
7429
1263066
code367 - 11 KV Horizantal Cross arms with clamps HTST supports, bolt, nuts and washers for RCC poles
215
678
145834.5
code368 - 11KV, 5KN polymeric pin Insulators
645
215
138836.25
code369 - 11KV, 70Slash90 KN Disc Insulators
320
313
100464
code370 - Strain Clamps 3 bolted type for Disc Insulators
320
915
292992
code371 - DP structure with RCC poles of 9mtr long 145 KG WSlashL
6
21974
131846.4
code372 - COYOTE ACSR conductor with 1.5% sag
22
145950
3210900
code373 - COYOTE ACSR conductor accessaries at 3% on above
22
4378
96327
code374 - Guyset complete with No 15 strain insulators and concreting materials
50
1228
61425
code375 - PG clamps for COYOTE ACSR Conductors
320
332
106512
code376 - Spiral earth electrode
182
250
45672.9
code377 - E G stirrups with GI wire Lacing (setSlash2no's)
170
289
49266
code378 - CautionSlashDanger Boards
176
157
27720
code379 - Anticlimbing Devices (12mtrSlashkg GI barbed wire)
182
93
17007.9
code380 - 8 mtr RCC stud pole with 2 Nos of 2pin cross arms
40
5664
226590
code381 - Guarding for Road Crossing with 4 pin cross arms
10
4347
43470
code382 - 11KV 200amps single break GoS
6
9922
59535
code383 - H frame for mounting GoS
6
4548
27291.6
code384 - 11kv lightning arrestors with 9 KV, 5KN polymeric type with ground connectors (setSlash3Nos)
6
4989
29937.6
code385 - Earthing materials GI pipe for grounding
6
1815
10892.7
code386 - Labour Cost:
Erection of 9mtr long RCC Poles
170
1829
310947
code387 - Fixing of 11KV Horizantal cross arms with HTST supports
215
285
61404
code388 - Erection of DP set
6
5640
33843.6
code389 - Stringing of COYOTE ACSR conductor
22
8400
184800
code390 - Fixing of guysets with No 15 strain insulators anchor rod and turn buckle
50
622
31132.5
code391 - Fixing of sprial earth electrodes
182
97
17772.3
code392 - Fixing of E G stirrups with GI wire Lacing
170
168
28560
code393 - Fixing of Caution -Danger Boards
176
84
14784
code394 - Fixing of Anti climbing Devices
182
44
8026.2
code395 - Erection of 8mtr RCC stud poles with 2 Nos of 2 pin cross arms
40
1664
66570
code396 - Providing Road crossing guardings
10
1253
12537
code397 - Erection of 11KV 200amps single breaks GOS
6
1159
6955.2
code398 - Erection of 'H' frame for mounting GoS
6
339
2034.9
code399 - Fixing of Lightning arrestors
6
124
749.7
code400 - Fixing of earthing
6
996
5978.7
code401 - Guy cocreting with boulders, mud and sand
50
262
13125
code402 - Painting of 9mts poles
182
1008
183456
code403 - Concreting of 9mts RCC poles
a) Base cocreting CC 1:4:8, 500x650x150mm
182
327
59623.2
code404 - b) Pole concreting CC 1:2:4 650X500X1700mm
182
4719
858994.5
code405 - c) Pole coping CC 1:2:4 (as per actuals) 150mm arround the pole for a height of 300mm from ground level
182
327
59623.2
code406 - Erection of 3 Phase, 11 KVSlash433 Volts Distribution Transformer mounting, Double pole Transformer Structure Using 9 mtr RCC poles (excluding transformer) (DTPS) Part-D 9mtr RCC DP transformer Structure
32
33131
1060214.4
code407 - 11KV, 5KN polymeric pin Insulators
192
215
41328
code408 - 11KV 45 KN Polymeric Insulators
96
195
18748.8
code409 - Guyset complete with No 15 strain insulators and concreting materials
128
1228
157248
code410 - Earthing materials GI pipe type for grounding
96
1815
174283.2
code411 - Caution SlashDanger Boards
32
157
5040
code412 - Anticlimbing Devies (12mteSlashkg GI barbed wire)
64
93
5980.8
code413 - GI wire 8 SWG
160
78
12606.4
code414 - Guy wire 7Slash10 SWG
320
81
25948.8
code415 - 11kv lightning arrestors metal oxide 9 KV, 5KN (setSlash3no)
32
4989
159667.2
code416 - 11KV solid core type HG fuse unit (setSlash3no)
32
1122
35918.4
code417 - 11kv 200Amps single Break Gos
32
9922
317520
code418 - H frame for mounting GoS
32
4548
145555.2
code419 - Sprial earth electrode
64
250
16060.8
code420 - Labour Cost:
Erection of 9mtr RCC DP transformer structure
32
7332
234628.8
code421 - Fixing of guysets with No 15 strain insulators anchor rod and turn buckle & anchor rod
128
622
79699.2
code422 - Fixing of Earthings
96
996
95659.2
code423 - Fixing of Caution SlashDanger Boards
32
84
2688
code424 - Fixing of Anti climbing Devices
64
44
2822.4
code425 - Guy cocreting with boulders, mud and sand
96
262
25200
code426 - Fixing of 11 KV Lightning arrestors
32
124
3998.4
code427 - Fixing of solid coe type HG fude unit (setSlash3No)
32
248
7963.2
code428 - Fixing of 200 Amps single break Gos
32
1159
37094.4
code429 - Erevtion of 'H' frame for mounting Gos
32
339
10852.8
code430 - Fixing of Spiral earth electrode
64
97
6249.6
code431 - Painting of 9mts poles
64
1008
64512
code432 - Concreting of 9mts RCC poles of DP structure
a) Base cocreting CC 1:4:8, 500x650x150mm
64
327
20966.4
code433 - b) Pole concreting CC 1:2:4 650X500X1700mm
64
4719
302064
code434 - c) Pole coping CC 1:2:4 (as per actuals) 150mm arround the pole for a height of 300mm from ground level
64
327
20966.4
code435 - Extension of LT 3Phase 5 wire line using Rabbit ACSR Conductor inside Layout Part-E RCC pole 9mtr long -145 kg WSlashL
215
7429
1597407
code436 - LT 4 pin Cross arms with clamps, bolt, nuts and washers for RCC poles
415
444
184322.25
code437 - LT 2 pin Cross arms with clamps, bolt, nuts and washers for RCC poles
415
279
115909.5
code438 - 1.1KV Pin Insulators
2075
69
143797.5
code439 - No 8 strain Insulators
1030
28
29200.5
code440 - Guyset complete with No 8 strain insulators and concreting materials
80
1194
95592
code441 - Rabbit ACSR conductor accessaries at 1.5% sag
63
48545
3058379.1
code442 - conductor accessaries at 3% on above
63
1456
91751.31
code443 - Sprial earth electrode
215
250
53954.25
code444 - Sheet metalSlashDeep Street lighting metering Box with automatic control switch contactors with single phase 5-30 Amp meter and 50Slash5 amps CT incluing wiring
32
6283
201062.4
code445 - PVC Pipe 40 mm dia
192
63
12096
code446 - PVC insulated wire 25 Sqmm single core multi stranded alluminium wire
800
46
37240
code447 - CautionSlashDanger Board
32
157
5040
code448 - Anticlimbing Devies (12mteSlashkg GI barbed wire)
64
93
5980.8
code449 - PG clamps for Rabbit ACSR Conductors
1030
107
110313
code450 - RCC pole 8 mtr long stud with 2 Nos of 2pin cross arms with clamps, bolts and washers
50
5664
283237.5
code451 - LED street light fitting with 40 wats
315
4225
1330938
code452 - Supply and fixing of GI pipe brackets for above
315
1149
362171.25
code453 - Gaurding for Road Crossings
15
4347
65205
code454 - Labour Cost:
Erection of 9mtr long RCC Poles
215
1829
393256.5
code455 - Fixing of LT 4 pin cross arms
415
168
69720
code456 - Fixing of LT 2pin cross arms
415
168
69720
code457 - Fixing of guyset with No 8 strain insulators anchor rod and turn bracket and concreting materials
80
622
49812
code458 - Stringing of rabbit ACSR coductors
63
4579
288480.15
code459 - Fixing of sprial earth electrodes
215
97
20994.75
code460 - Fixing of Caution -Danger Boards
215
84
18060
code461 - Fixing of street light metering box
32
789
25267.2
code462 - Fixing of 8mtr RCC stud poles with 2 Nos of 2 pin cross arms
50
1664
83212.5
code463 - Fixing of LED street Light fittings
315
170
53581.5
code464 - Providing guarding for road crossing
15
1253
18805.5
code465 - Guy connecting with boulders, mud and sand
80
262
21000
code466 - Painting of 9mtrs RCC poles
215
1008
216720
code467 - Concreting of 9mts RCC poles
a) Base cocreting CC 1:4:8, 500x650x150mm
215
327
70434
code468 - b) Pole concreting CC 1:2:4 650X500X1700mm
215
4719
1014746.25
code469 - c) Pole coping CC 1:2:4 (as per actuals) 150mm arround the pole for a height of 300mm from ground level
215
327
70434
code470 - Providing Solar lights in park with 5.5 mtr MS Pole Part-F Supplying, 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 wiresSlashcables 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]
15
47040
705600
code471 - Providing Tubular pole stret lights on Median roads in side layout Part-G Fabrication, supplying and erecting swaged tubular pole height 9mts having three sections and providing two coats of red oxide paint and thinshed with two coats of enameled paint of approved qualities and colour and ms base plate of suitable size welded at the bottom of the pole (as per IS) and 40 mm dia GISlash flexible PVC pipe of 1mtr length fitted to the heavy gauge polycarbonate control box including 5 way connector of size 167x125x82mm for 7.5 mtrSlash 200x160x98mm for remaining length of pole with locking arrangement and suitable capacity MCB Slash DP switch the pole shall be erected in cement concrete work (1:2:4) including excavation and refilling of plating depth of the pole to the ground level and the coping CC Shall be up to 0.6 mtrs above ground level as per IS 2713-7,5mtr Erection of heavy duty on foot path Slash median (5m HB, 165.1mm dia 4.85mm thick 2mts HM 139.7m dia 4.5mm thick 2mtrs HT 114.3 mm dia 3.05mm thick as per IS 410 SP 32)
20
16275
325500
code472 - Supplying and fixing telescopic MS bracket fabricated by using 0.5m length 4'' dia telescopic MS pipe with 2'' dia 1.5 mtrs long MS bracket and are welded with suitable angle using 6mm thick MS sheet grip bolts and nuts as required suitable for 9mtr to 12 mtr MS tubular pole with necessary two coats of painting with all other accessories single brocket 1.5mts length
Double bracket 2x1.5 mtr length
20
2451
49035
code473 - Supplying of LED street light lumenairs with prssure die cast alluminium honsing body for optimal thermal dissipation lamp compartment comprising of antiglare clear diffuser with injection moulded polycorbonate material delevering superior light out-put LED strt light 40 watts
40
6291
251664
code474 - 1.1 KV xLPE or heat resistant PVC insultated PVC exutrusted inner sheath armoured LT UG cable 4 core x 16 Sqmm
800
148
119144
code475 - Providing and laying inposion 100 mm dia stone ware pipe in existing trench
650
225
146737.5
code476 - Supply and fixing heavy duty cable glands suitable for UG cable of 1.1kv class(Metal only) 32mm dia
12
351
4221
code477 - Supplying and fixing of class 'A'(Mediam duty) Gl pipe of wall thick not less than 3.25mm on pole Slash wall SlashDrain crossing with necessary clamping arrangements for UG cable of 1.1kv class 40mm
18
122
2211.3
code478 - Supplying and fixing LT cast iron pot head suitable for UG cable 1.1 KV class UG cable filled with necessary bitumenSlashinsulating compound complete with terminal clamps, bolt, nuts and washers etc., 16 Sqmm
2
340
680.4
code479 - Supplying and making straight through cable joint with epoxySlashresign including ferrules and other jointing meterials for pvc insulated and pvc sheated steel tape wire are used aluminium condetor 4core cable of 1.1kv grade of 4core X 16 Sqmm.
3
732
2198.7
code480 - Supply and wrapping the conductor with camabrick tape roll
10
123
1239
code481 - Supplying tinned alluminium lugs and crimping and wiring to terminal point for wires of 16 Sqmm
16
2
33.6
code482 - Wiring for street lights circuit using one of FRLS PVC insulated 1100 V grade multistrand copper wire single core 4 Sqmm
400
66
26460
code483 - Sheet metralSlash Deep drawn street light metering box with automatic control switch, contractors with single phase 5-30 Amps meter 15 A CT including wiring
2
6283
12566.4
code484 - PVC pipe 40mm dia
15
63
945
code485 - PVC insulated wire 25 Sqmm single core Multistranded
50
46
2327.5
code486 - Labour Charges: Digging of trench of 0.6 m Deep x 0.5 mtr wide refilling the trenh to the required ground level and consolidating etc., complete in an ordinary soil
700
79
55860
code487 - Labour charges for laying of 1.1 KV Class UG cable in existing trench
800
12
9960
code488 - Fixing of sreet light metering Box with all accessaries like automatic contrilSlashswitch and single phase energy meter and with earth electrode fo grounding metering box
2
999
1999.2
code489 - Providing of Polygon high mast Lumenairs with all accessaris at road circles or junction point in side layout Part-H Fabrication, supplying, erection, testing and commissioning of 20 mts long polygon high mast with single or multiple telescopic section having(minium overlap distance of 1.5 times of long section) thickness as per BSEN 10025 grade's 355JOSlashASTM A572-50 steel sheet plate for shaft suitable with stand a wind velocity of 47 m Slashsecond as per IS875 part 3 (as per GA drawing) base plate as per IS 2062SlashASTM A572-50. the mast shall be galvanised in single hot dip as per BSEn ISO 1462SlashASTM A123 with an average 70 microns as per IS2629 and welded as per BS5135 single L section joint, the mast shall have two way joint framed with die cost LM-6 pulleys stainless steel wire ropes phosphorus ,bronze bearing bush press - fitted with dia stainless steel wire rope of AISI 34 grade 7Slash19 core (fabrication of safety as per TR no-7) 2.589mm EPR insulated PCP sheeted trailing power cable housed inside the bottom shaft of mast with door having locking arraignments the mast shall have manual Slashpower tool [suitable reversible geared motor operating on 230Slash415 volts, 50HZ shall be provided above 15mts mast]. the mast shall have lantern of 2 segments suitable dia with maximum load crrying capacity as per IS-1239. the mast shall be erected on existing RCC footing. the mast shall be supplied with 3mm thick template, lightning arrestor of 1.2m length galvanised pipe with top arrow filled on top of the head frame cover and GSL type aviation twin lamps fitted with wiring complete (exclaim-using foundation) as per pre technical data. 20mts-top 150mm and bottom 460mm dia
4
257250
1029000
code490 - Design and casting of suitable foundation for high mast, condensing the safe soil bearing capacity at the site at least 10 tonnes per sqmt at the dept of 2mts. The work shall be carried out as per specification
4
51744
206976
code491 - Providing cement concrete to high mast with material and labour including neccesary curing etc., cmplete
4
17917
71668.8
code492 - Supply and fixing of foundation bolts manufactured out of special steel along with bolts ,nuts ,washers, and another plates,templates etc., (approved rate)
4
11760
47040
code493 - Supplying, installation, testing and commissioning of 1000x12000x400 mm out door type panel board fabricated out of 18SWG MS steel with 50x50x6mm angle TPN MCB pilot lampset, selector switch 23 No's, electronic mechanical timer suitable capacitor, CTs and energymeter etc., totally enclosed, floor mounting type, industrial weather wate germs and dust proof with provided suitable for out door installation on 415 volts - 3phase ASlashc supply (approved rate)
4
52920
211680
code494 - Supplying of LED street light lumenairs with prssure die cast alluminium honsing body for optimal thermal dissipation lamp compartment comprising of antiglare clear diffuser with injection moulded polycorbonate material delevering superior light out-put for fixing high mast lED flood light 150 W
24
13114
314748
code495 - Fixing of LED flood light fitting over the existing pole including clamps, bolt nuts washers and wiring using suitable capacity wires
24
170
4082.4
code496 - Supplying of 1.1 KV XLPE of heat resistant PVC insulated, PVC exntruted inner seath anmoured LY UG cable as per TS-1554 3.5 core x 25 Sqmm
200
146
29306
code497 - Laying of LT UG cable in existing trench
200
21
4386
code498 - Digging of trench of 0.6 m Deep x 0.5 mtr wide refilling the trenh to the required ground level and consolidating etc., complete in an ordinary soil
200
79
15960
code499 - Supplying and fixing of class 'A'(Mediam duty) Gl pipe of wall thickness not less than 3.25mm on pole Slash wall SlashDrain crossing with necessary clamping arrangements for UG cable of 1.1kv class 50mm
40
399
15960
code500 - Supplying and fixing LT cast iron pot head suitable for UG cable 1.1 KV class UG cable filled with necessary bitumenSlashinsulating compound complete with terminal clamps, bolt, nuts and washers etc., 25 Sqmm
4
367
1470
code501 - Supplying tinned Alluminium lugs and crimping and wiring to terminal points for wire of 3.5C x 25 sqmm UG cable
32
3
100.8
code502 - supplying and fixing heavy duty cable glands suitable for UG cables of 1.1 KV class (metal only ) 45 mm dia
6
203
1222.2
code503 - Earthing supply fixing and wiring earth electrodes for grounding High mast out door panel using 40mm dia, 2.9mm thick 2.5 mtr long GI pipe with GI funnel with mesh and suitable size reduser fixed on the top of the earh electrode, the funnel should be enclosed in a C.C chamber of 400x400x400 mm with cast iron cover. The earth electrode shall have staggered 150mm all round with alternate layer of salt and charcoal from the bottom of the electrode is to be established hrough GI strip using GI bolts and nuts
4
4468
17875.2
code504 - Suppling and running of GI strips for grounding connections, using necessary fixing materials as required 25x6mm GI strips
100
134
13440
code505 - Laying of 11KV, 3 Core 240 Sqmm X PLE, UG cable across the existing 110 KV EHT line inside Layout Part-I RCC DP structure using 9mtr long RCC pole with 145 kg WSlashL
2
21974
43948.8
code506 - 11KV, 45KV polymeric Insulators
6
195
1171.8
code507 - Guyset complete with No 15 strain insulators and concreting materials
2
1228
2457
code508 - Spiral earth electrode
4
250
1003.8
code509 - Caution SlashDanger Boards
2
157
315
code510 - Anticlimbing Devies Using barbed wire (12mtrSlashkg GI barbed wire)
4
93
373.8
code511 - 11KV 200amps single break GoS
2
9922
19845
code512 - H frame for mounting GoS
2
4548
9097.2
code513 - 11kv lightning arrestors metal oxide with 9 KV, 5KA polymeric type with grounding connectors (setSlash3Nos)
2
4989
9979.2
code514 - Earthing materials GI pipe for grounding
2
1815
3630.9
code515 - 11 KV class 3c x 240 Sqmm x LPE, UG cable (Round armoured)
0.12
1738850
208662.048
code516 - Cable termination kit out door HS type suitable for 3c x 240 Sqmm UG cable
4
5583
22335.6
code517 - Cable Covering tiles 250x125x40mm
480
10
5164.8
code518 - Sand
8
1875
15002.4
code519 - RCC Hume pipes 2000mm long 150mm dia
4
322
1289.4
code520 - Collars for RCC hume pipes
4
86
344.4
code521 - GI Pipe 100mm dia forcable raising
12
1296
15561
code522 - Route and joint indicating stones
5
139
698.25
code523 - Lbour Cost :Erection of 9mtr long RCC Poles DP Structure
2
5640
11281.2
code524 - Fixing of guysets with No 15 strain insulators anchor rod and turn buckle
2
622
1245.3
code525 - Fixing of sprial earth electrodes
4
97
390.6
code526 - Fixing of CautionSlashDanger Boards
2
84
168
code527 - Fixing of Anti climbing Devices
4
44
176.4
code528 - Erection of 200 Amp SSlashB Gos
2
1159
2318.4
code529 - Erection of 'H' frame for mounting GoS
2
339
678.3
code530 - Fixing of lightning arrestors (setSlash3Nos)
2
124
249.9
code531 - Fixing of Earthings
2
996
1992.9
code532 - Laying of 11 KV 3Crx 240 Sqmm x LPEUG Cable (Round armoured)
0.12
67360
8083.278
code533 - Making Cable Termination Kits
4
2790
11163.6
code534 - Cable trench excavation in an ordinary soil
72
275
19807.2
code535 - Refilling and consolidation
66
168
11088
code536 - Covering cables with tiles
0.12
4585
550.242
code537 - spreading sand and forming with sand around the cable
0.12
15550
1866.06
code538 - laying of RCC Hume pipes
8
72
579.6
code539 - Laying of GI pipes
12
97
1171.8
code540 - Laying of Route andjoint indicating stones
5
121
609
code541 - Providing 1 No of 11KV, 1250 Amps, 25KV MCVCB feeder panel at the Proposed Substation Part-J 11KV, 25 KA, 500MVA 1250 Amps MCVCB Feeder panel with SCADA Compitable 110 DC
1
891891
891891
code542 - Remote control Ananciation panel ISlashC +4F
1
147378
147378
code543 - 1.9 core 205 Sqmm copper cotrol cables
75
551
41343.75
code544 - HT UG Cable, 11 Kv class XLDE 3 Cr 400 Sqmm including coiling etc
80
2621
209703.2
code545 - Indoor termination Kit 11 KV class suitable for 3 x 400 Sqmm X LPE HT UG cable -heat shrinkable type
1
5055
5055.75
code546 - outdoor termination Kit 11 KV class suitable for 3 x 400 Sqmm X LPE HT UG cable -heat shrinkable type
1
5625
5625.9
code547 - RCC 11 KW DP Structure using 9 mtr RCC pole WSlashL 145 Kg
1
21974
21974.4
code548 - 400 amps Double break GOS
1
22323
22323
code549 - COYOTE conductor
50
145
7297.5
code550 - Copper terminals 185 sqmm heavy long barrel
8
287
2301.6
code551 - Guyset with No 15 strain insulator
2
1228
2457
code552 - H frame mounting
1
4548
4548.6
code553 - Labour Cost :
Loading of 11KV Panel, power and control cable etc
3
2164
6492.15
code554 - Unloadng of 11 Kv panel, power and control Cable Etc
3
2164
6492.15
code555 - Erection alignment and fixing to the foundation, indoorSlashoutdoor 11kv switch gear panelSlash Unit including movement from the unload point of erection
1
2185
2185.05
code556 - Wiring and assisting in testing and commissioning panel
1
988
988.05
code557 - Testing and commissioning, identification of wires ferroing crimping and termination of wires for annumaciation etc testing of elays, CTS, DTC an breaker for operation for 11 kv panel
1
19922
19922.7
code558 - Erection of annuciation panel
1
1990
1990.8
code559 - Grounding of equipment by providing cast iron pipe of 100 mm dia ID 13 mm thickness, 2075 mtrs long with 2 pints clamp out of GI plates 50 x 6 mm counting welded alround the pipe using cast welding Electrode as per drawing the cost of eqecution (all materials to be supplied by the contractor)all the leads from earth mat and equipment should be connected to earth electrode through GI flat 50 x 6 mm of suitable length and welded as per specification
2
17097
34194.3
code560 - Grounding of equipment with 50 x 6mm GI heat and connecting equipments to the earth matSlashground pit. Each point of eathing with all formation work like bending by welding (including of all T & P and consumable) to the work earth matSlashground pitSlashpoint of earth connection all the materials supplied by the contractor
5
228
1144.5
code561 - Lathing of control panel
75
15
1181.25
code562 - Formation of pot head for 3 x 400 sqmm 11 kv class x LPE UG Cable
1
2790
2790.9
code563 - Erection of DP structure
1
5640
5640.6
code564 - Fixing of GOS includingwiring
1
1274
1274.7
code565 - Earth excavation in ordinary soil and removing the excavated earth with lead and lift dispoed earth, Leveled, excavated surface loaded and neatly Dressed etc, copmplete as per specification
10
275
2751
code566 - Laying of power cable in the trench
75
69
5200.5
code567 - Spreading and forming with sand alround the cable
75
15
1165.5
code568 - Conveying the cable with tiles
75
4
344.25
code569 - Fixing of Guyset with 2 break insulator making use of 7Slash3.15 mm (7Slash10 SWG galvonising steel wire from break and anchoring arrangments as per approved drawing (including excavation of pit)
2
622
1245.3
code570 - Providing concrete to Grey sets with material and labour including necessary curving the complete (cost does not includes excavation)
2
865
1730.4
code571 - Erection of "H" at amc for mounting GOS
1
339
339.15
code572 - Miscellaneous Labour like letter writing of panel vermic proof drilling, cutting, grinding, welding rubber mat
1
2767
2767.8
code573 - CIVIL Cost Switch gear foundation, Shelter to accordinate 11 Kv MCVCB Panel and illumination etc.
1
262500
262500
code574 - EXCAVATION Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work- In all kinds of soils Depth upto 3 m Soft rock
41.64
107
4459.644
code575 - EXCAVATION Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work- In all kinds of soils Depth upto 3 m Soft rock
27.76
381
10580.724
code576 - CC 1:4:8 For Bed Concrete Providing and laying in position plain cement concrete for levelling course for all works in foundation. The graniteSlashtrapSlashbasalt crushed graded coarse aggregates and fineaggregates 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates
5.15
5947
30628.08
code577 - RCC M25 FOR FOOTING Providing and laying in position Reinforced cement concrete for all Foundation works. The graniteSlashtrapSlashbasalt 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 (RATE INCLUDING CENTERING 8% ON CONCRETE ITEM)
10.13
7129
72221.4298
code578 - RCC M 25 FOR PLINTH BEAM 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 graniteSlashtrapSlashbasalt 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---- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 50% ON CONCRETE ITEM)
15.66
9979
156274.272
code579 - EARTH FILLING Construction of Embankment by excavating the available approved GravelSlashMurrum 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.
42.53
497
21167.181
code580 - RCC COLUMN 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 graniteSlash trapSlashbasalt 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 (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM)
13.05
12214
159402.618
code581 - CC BLOCKS 150mm Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kgSlashm3 and minimum compressive strength of 4.00 NSlashmm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.
107.61
1292
139091.3055
code582 - CC M10 FOR CILL Providing and laying in position plain cement concrete for levelling course for all works in foundation. The graniteSlashtrapSlashbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)-- Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) 2023-24
0.18
9465
1703.7684
code583 - RCC M25 FOR LINTEL 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 graniteSlash trapSlashbasalt 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 (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM)
0.36
11496
4138.6464
code584 - RCC M25 FOR ROOF BEAM 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 graniteSlash trapSlashbasalt 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 (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM)
3.87
11496
44490.4488
code585 - RCC M25 FOR ROOF SLAB 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 graniteSlash trapSlashbasalt 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 (RATE INCLUDING CENTERING 50% ON CONCRETE ITEM)
7.59
10777
81802.9707
code586 - Fixing of Door Fixing of door frames In an existing opening including embeding frame in floor and walls after cutting masonry for holdfasts for embedding hold fastin cement concrete of 1:3:6 of 20mm and down size granite metal painting, two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debries with lead upto 50m. including cost of materials, labour charges, complete as per specification.
1
1066
1066.8
code587 - WOOD DOOR FRAME Providing Red Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.
0.14
104580
14641.2
code588 - DOOR SHUTTERS Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-35 mm thick both side commercial
1.89
3488
6592.509
code589 - SS Handles 300mm HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge
2
577
1155
code590 - SS Aldrop 16mm dia, 300mm HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge
2
393
787.5
code591 - SS Tower Bolts 250x10mm HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge
2
210
420
code592 - SS hinges 100 mm HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge
3
73
220.5
code593 - SS Door stopper 75mm HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge
1
105
105
code594 - UPVC WINDOW Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)
1.5
7070
10606.05
code595 - GRILLS FOR WINDOWS Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding .issued rate 143( 2-11-23)
36
176
6350.4
code596 - PLASTERING WORKS CEILING Providing 12 mm cement plaster with Cement mortar 1:3 (1cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete , issued rate 269 (2-11-23)
33.6
339
11395.44
code597 - PUTTY FOR ABOVE ITEM Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.
33.6
105
3528
code598 - INTERNAL WALL PLASTERING Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
127.91
388
49646.9874
code599 - WALL PUTTY FOR ABOVE Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.
127.91
105
13430.55
code600 - PAINTING INTERNAL SURFACES Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltrSlash10 m² over and including one coat of Specialprimer applied @ 0.75 ltr Slash10 m² with paint of approved quality to givean even shade, after thoroughly brooming the surface to remove all dirt,dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Walls
129.6
165
21500.64
code601 - PAINTING INTERNAL SURFACES Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltrSlash10 m² over and including one coat of Specialprimer applied @ 0.75 ltr Slash10 m² with paint of approved quality to givean even shade, after thoroughly brooming the surface to remove all dirt,dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Celing
33.6
165
5574.24
code602 - EXTERNAL WALL PLASTERING Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-incharge. Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer in-Charge.
88.2
471
41581.89
code603 - ROUGH PLASTERING FOR DADOOING Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
39.84
309
12340.44
code604 - PAINTING EXTERNAL SURFACES(WEATHER PROOF EMULSION PAINTING) Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltrSlash10 m² over and including priming coat of exterior primer applied @ 2.20 kgSlash10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in charge.
88.2
182
16114.14
code605 - Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : vol- 2 Cement mortar 1:6 (1 cement : 6 coarse sand) (VOL-II)
3.24
5891
19088.622
code606 - ENAMEL PAINT Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
37.89
175
6644.0115
code607 - TMT Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)
7480.5
93
702643.365
code608 - ENTRY AND EXIT GATE Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding
315
176
55566
code609 - GRANITE CLADDING Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 1:3 (1 cement : 3 coarse sand) proportion with a coat of rough plastering using CM 1:4 (1 cement : 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing
etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification.
9.05
3787
34275.5175
code610 - Terracota clay tiles CLADDING roviding and fixing of premium quality Terracota clay tiles for cladding of size 12x2x2 inches with single hole on 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) & jointed with AdhesiveSlashcement slurry over rough plaster surface excluding cost of rough plastered surface. The work includes cost of all materials, labour charges for all items of work, usage charges for equipment, etc., complete as per specification.
10.05
2064
20746.215
code611 - ELEVATION BAND PATTI Providing Patti 10cm to 15cm wide and 10mm thick where ever necessery with CM 1:3 and finished as per the design and specification including scaffolding etc., complete as per the direction of Engineer in charge with all lead and lift.
50
68
3412.5
code612 - PLASTER MESH KSRB 15.8.3 Providing and fixing plaster mesh 200mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120gms per sqm width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. (length of mesh only be measured for payment)
243
31
7654.5
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