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
Opening Date10 Sep 2024
Closing Date10 Oct 2024
Tender Amount₹ 7,40,01,626.97
Costs
EMD
₹ 11,15,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
KHB/2024-25/OW/WORK_INDENT277Tender No
KHB/2024-25/OW/WORK_INDENT277Tender Authority
Karnataka Housing Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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Documents
BOQ Items
code04 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work ( Ref Vol i Common SR) Considering the total area Considering the Average 1.50m cutting of 30% area In all kinds of soils Depth upto 3 m at 85% .
18884.63
105
1984019.2278
code05 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work ( Ref Vol i Common SR) Considering the total area Considering the Average 1.50m cutting of 30% are. In In ordinary/soft rock without blasting upto 1.5 m depth at 10%
2221.72
373
830678.8908
code06 - KSRRB M300-16.1. Excavation for roadway in hard rock by mechanical means (blasting prohibited) including breaking rock, loading in tippers and disposing with all lead and lifts trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections complete as per specifications.
MORTH Specification No. 301 Considering the 5% of the Total Qty In Hard Rock (blasting prohibited) Depth upto 1.50m
1110.86
570
633878.9332
code07 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction (Ref Vol i Common SR) Total Cluster area Considering 80% for Cluster area 75% of avalable cutting quantity
15829.76
122
1940253.6832
code08 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. If the height of embankment construction is more than 1.50 m add 5% per CUM for every 1.50 m height Total Cluster area Balance qty
3086.24
488
1506764.0928
code09 - Boundary stone and sign board - Boundry Pillar:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting complete as per specifications.
Ref. to MoRT&H Spec. 807 (SR Vol iii Roads and Bridges) Avg 3 Nos. for each sites (which includes Property Numbering stone in the middle)
232
770
178742.08
code10 - Painting on concrete surface
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. Ref. to MoRT&H Spec. 800 (SR Vol iii Roads and Bridges) Total Nos (0.4*(0.20+0.20+0.20+0.20)
74.24
86
6423.2448
code11 - Painting new letter and figures of any shade.
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade “ MORTH Specification No.801 (SR Vol iii Roads and Bridges) Lettering for Plot Stone
77400
1
127710
code12 - Providing and fixing RCC name board of size 1.35xk0.60x0.04 mtrs fixed in reinforced cement concrete poles of size 0.10x0.10x2.6mtrs in cement concrete M20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:3 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 mtrs with cement concrete 1:3:6 proportion.The board shall be fixed as per the drawing and at the place indicated by the Engineering charge of the work. The cost includes excavation, cost of all materials, cost of steel, centering, transportation charge, fixing charges etc., The work shall be carried out as per the detailed specification, drawings and directions of the Engin eer in charge of the work (Ref SR 2023-24)(SR Vol iii Roads and Bridges) Providing and fixing RCC Sign Board 2 nos per road , For 9 m wide roads For 12m wide roads
12
6036
72441.96
code13 - Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (Ref SR 2023-24)(SR Vol iii Roads and Bridges) Providing and constructing informatory name board at 2 locations at Each Block
2
9270
18540
code14 - Planting of trees, by the road side (Avenue tree ) in 0.6m dia holes 1meter deep dug in the ground, mixing soil with decayed farmyard/ sludge manure, planting the saplings, backfilling the trench, watering fixing the tree guard and maintaining the plants for one year complete as per specifications
(Ref SR 2023-24) Trees in front of each sites+parks/CA/COMM.
250
1081
270375
code15 - Road Work : Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work ( Ref Vol i Common SR) Considering average 0.75 m depth of Road Area, Excavation for Box cutting for roads( Crest Thickness), 9.0 m wide Roads, 12.0 m wide Roads, 18.0 m wide Roads . In all kinds of soils Depth upto 3 m at 80% of total qty
11431.42
105
1200984.9852
code16 - Road Work : Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work ( Ref Vol i Common SR) Considering average 0.75 m depth of Road Area, Excavation for Box cutting for roads( Crest Thickness), 9.0 m wide Roads, 12.0 m wide Roads, 18.0 m wide Roads In ordinary/soft rock without blasting upto 1.5 m depth at 15% .
2143.39
373
801392.0871
code17 - Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including Cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In Hard Rock (blasting prohibited) Depth upto 1.50m
714.46
570
407685.1652
code18 - Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement (Ref Vol i Common SR), Construction of Embankment with Material Obtained from Roadway cutting, Considering 70% of Road area for Embankment, Considering average embankment depth 2.0m, available earth
13574.81
122
1663864.4617
code19 - Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead, 305.4., Existing Road
592.5
6
3661.65
code20 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Road Area 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads
6137.41
488
2996406.3102
code21 - Compacting original ground supporting Embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
Ref. to MoRT&H Spec.305.3.4 (Vol iii Roads and bridges SR) Compaction of original ground Road Area 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads
1625.04
108
175748.076
code22 - A.Plant mix method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading-II Material (Vol iii Roads and bridges SR) Compaction of origin ground 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads
1625.04
2636
4284905.472
code23 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2,(Vol iii Roads and bridges SR) 305 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads
1350.14
507
685587.5906
code24 - A.Plant mix method Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, (Vol iii Roads and bridges SR), 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads
1205.44
2635
3177262.5888
code25 - Prime Coat over WMM/WBM
Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means.
MORTH specification No. 502, (Vol iii Roads and bridges SR) 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads
5584
54
304830.56
code26 - Bituminous Macadam Grading - II for traffic Less than 20 MSA
Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction
MORTH specification No. 504, (Vol iii Roads and bridges SR) 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads
279.2
7967
2224400.36
code27 - Tack coat on Bituminous surface
Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom complete as per specification.
MORTH specification No. 503, (Vol iii Roads and bridges SR) For Layout Roads 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads
5584
12
69018.24
code28 - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads
139.6
10456
1459735.776
code29 - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes
MORTH Specification No. 803, (Vol iii Roads and bridges SR) ,Road Markings 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads
537.6
545
293475.84
code30 - Cable Duct Across the Road
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings, (Vol iii Roads and bridges SR) (i)Single row for one utility service 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads
375.6
2278
855752.016
code31 - Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover..
(Ref BWSSB) (Vol 5 SR) 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads
76
4363
331594.08
code32 - RCC Storm Drains: Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work ( Ref Vol i Common SR) 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads In all kinds of soils Depth upto 3 m at 75 % of total qty
2064.07
105
216851.1942
code33 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work ( Ref Vol i Common SR) In ordinary/soft rock without blasting upto 1.5 m depth at 15 % of total qty
412.81
373
154345.5309
code34 - KSRRB M300-16.1. Excavation for roadway in hard rock by mechanical means (blasting prohibited) including breaking rock, loading in tippers and disposing with all lead and lifts trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections complete as per specifications.
MORTH Specification No. 301 , In Hard Rock (blasting prohibited) Depth upto 1.50m at 10 % of total qty
275.21
570
157040.3302
code35 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates 9.0 m wide road, 12.0 m wide Roads, 18.0 m wide Roads Basic rate of Concrete Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding, sl no-3, Foundation, Sub structure of Cross drainages, 5%
292.84
6477
1896753.964
code36 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)
M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates Including Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. 9mtr road, sides,bottom 12mtr road, sides,bottom, 18mtr road, sides,bottom, basic rate of concrete Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding, sl no-4,Cement Concrete Drain Walls, 35%
539.48
8792
4743178.2924
code37 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification.- All other type of structures
24.49
81381
1993028.7717
code38 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. sides of drains 9mtr road, sides,bottom 12mtr road, sides,bottom, 18mtr road, sides,bottom
845.81
164
139389.488
code39 - RCC Culverts: Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work ( Ref Vol i Common SR) 9.0 m wide road, 12.0 m wide Roads, In all kinds of soils Depth upto 3 m at 75 % of total qty
81.7
105
8583.402
code40 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work ( Ref Vol i Common SR) In ordinary/soft rock without blasting upto 1.5 m depth at 15 % of total qty
16.34
373
6109.3626
code41 - KSRRB M300-16.1. Excavation for roadway in hard rock by mechanical means (blasting prohibited) including breaking rock, loading in tippers and disposing with all lead and lifts trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections complete as per specifications.
MORTH Specification No. 301, In Hard Rock (blasting prohibited) Depth upto 1.50m at 10 % of total qty
10.89
570
6214.0518
code42 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregate 9m road 12m Road Basic rate of Concrete ,Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding, sl no-3, Foundation, Sub structure of Cross drainages, 5%
11.21
6477
72608.291
code43 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 9M Road,base concrete, Side wall,Parapet Wall 12M Road, Base Concrete, Side wall, Parapet Wall Basic rate concrete Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding, sl no-8, Culverts (Head walls), 8%
32.06
7048
225964.3302
code44 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Including Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. Deck Slab - 9m road , 12m Road Basic rate of Concrete Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding, sl no-8, Culverts (Head walls), 8%
14.69
7612
111822.4835
code45 - KSRRB M2200-9. Providing and laying of Filter media with granular materials /stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 710.1.4.of IRC:78 and 2200 For side walls - 9m road , 12m Road
54.47
2757
150190.6757
code46 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification.- All other type of structures Consider 110kgs per Cum of Concrete
5.14
81381
418300.0362
code47 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. Filling of sides of excavation, for 9m road, For 12m road.
27.23
164
4487.504
code48 - UGD Package: earthwork - Mechanical, Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. For UGD networ and For house onnects machine hole (3.142/4x1.5x1.5), for manhole (3.14/4xDxDxdepth) (0 to 2 mts Depth) For 1.2 m dia, 1M depth, 2M depth, 3M depth, 4M depth, 5m Depth All kinds of soils. Depth upto 1.50 m
2805.97
269
757219.0642
code49 - UGD Package: earthwork - Mechanical, Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. For UGD networ and For house onnects machine hole (3.142/4x1.5x1.5), for manhole (3.14/4xDxDxdepth) (0 to 2 mts Depth) For 1.2 m dia, 1M depth, 2M depth, 3M depth, 4M depth, 5m Depth Depth exceeding 1.5 m, but not exceeding 3 m
1510.91
340
515114.5463
code50 - Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. 15% of total quantity Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m
561.19
467
262423.6678
code51 - Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. 15% of total quantity Depth exceeding 1.5 m, but not exceeding 3 m
302.18
573
173363.6878
code52 - Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. (Ref Vol i Common SR), 10% of total quantity Hard rock (blasting prohibited) Depth upto 1.50 m
374.13
1044
390748.8546
code53 - Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. (Ref Vol i Common SR), 10% of total quantity Depth exceeding 1.5 m, but not exceeding 3 m
201.45
1153
232392.72
code54 - Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. complete with all lead and lift with:
Murrum (BWSSB SOR CODE A107B), Main Lines, Service Connections
125.98
375
47362.181
code55 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ram ming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. Total Excavation Quantity , Sand bed and murrum 1M depth, 2M depth, 3M depth, 4M depth, 5m Depth
5501.33
164
906619.184
code56 - Supplying UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:
Pipes of SN8 Self Fit 160mm Dia,
860
635
546538.6
code57 - Supplying UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:
Pipes of SN8 Self Fit 200mm Dia,
360
916
330012
code58 - Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey
RCC RCC NP3 Class pipe. RCC NP3 Class pipe of 500 mm dia.
370
2670
988192.3
code59 - Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:
Pipes of SN 8, 125mm dia
760
457
347563.2
code60 - Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:
Pipes of SN 8, For supplying and fixing of specials like Elbows, Tees, Couplers, Saddle, reducers and Bend Etc.
80
963
77044
code61 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty cover and frame.For 1.2m dia. 1M depth
26
25079
652066.22
code62 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty cover and frame.For 1.2m dia. 2M depth
11
47848
526335.15
code63 - Construction of RCC Machinehole chambers of 1:1.5:3 proportion or approved type Cast-insitu / Pre-cast RCC Machinehole chambers, constructed using form vibrators of standard type, with barricading, danger lighting and using of sight rails and boning rods wherever necessary, shoring and strutting wherever required using Ordinary Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down graded jelly, well graded sand and steel of approved quality, 200 mm thick top concrete slab, having wall thickness and raftthickness as in approved drawings and with an offset in raft alround the chamber as in approved drawing, benching concrete with 1:6 slope towards the central drain finished smooth, including fixing and grouting of pipes, including conveying to work spot supply and fixing SFRC Machinehole cover and frame (Heavy duty) conforming to IS:12592 with latest amendments, on a bed of CC 1:2:4 Providing and fixing of minimum 3 mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia. Grade Fe-500 steel bar (as per IS 1786) staggered at 300 mm apart as detailed in Technical specifications, including stone grit beding wherever with flow direction on the inner cylindrical surface etc., complete including cost of reinforcement steel and fabrication charges and also cost and conveyance of all materials, labour with all lead and lifts. The Pre-cast RCC Machinehole are for various diamters and depths as stated below and as per detailed drawings, specifications and direction of the Engineer. For 1.2m dia Machinehole: Constructing Pre-cast RCC Machinehole 1.5 m internal dia. , 3.0 M depth & SFRC cover & frame
8
97495
779965.44
code64 - Construction of RCC Machinehole chambers of 1:1.5:3 proportion or approved type Cast-insitu / Pre-cast RCC Machinehole chambers, constructed using form vibrators of standard type, with barricading, danger lighting and using of sight rails and boning rods wherever necessary, shoring and strutting wherever required using Ordinary Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down graded jelly, well graded sand and steel of approved quality, 200 mm thick top concrete slab, having wall thickness and raftthickness as in approved drawings and with an offset in raft alround the chamber as in approved drawing, benching concrete with 1:6 slope towards the central drain finished smooth, including fixing and grouting of pipes, including conveying to work spot supply and fixing SFRC Machinehole cover and frame (Heavy duty) conforming to IS:12592 with latest amendments, on a bed of CC 1:2:4 Providing and fixing of minimum 3 mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia. Grade Fe-500 steel bar (as per IS 1786) staggered at 300 mm apart as detailed in Technical specifications, including stone grit beding wherever with flow direction on the inner cylindrical surface etc., complete including cost of reinforcement steel and fabrication charges and also cost and conveyance of all materials, labour with all lead and lifts. The Pre-cast RCC Machinehole are for various diamters and depths as stated below and as per detailed drawings, specifications and direction of the Engineer. For 1.2m dia Machinehole: Constructing Pre-cast RCC Machinehole 1.5 m internal dia. , 4.0 M depth & SFRC cover & frame
2
116895
233791.46
code65 - Construction of RCC Machinehole chambers of 1:1.5:3 proportion or approved type Cast-insitu / Pre-cast RCC Machinehole chambers, constructed using form vibrators of standard type, with barricading, danger lighting and using of sight rails and boning rods wherever necessary, shoring and strutting wherever required using Ordinary Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down graded jelly, well graded sand and steel of approved quality, 200 mm thick top concrete slab, having wall thickness and raftthickness as in approved drawings and with an offset in raft alround the chamber as in approved drawing, benching concrete with 1:6 slope towards the central drain finished smooth, including fixing and grouting of pipes, including conveying to work spot supply and fixing SFRC Machinehole cover and frame (Heavy duty) conforming to IS:12592 with latest amendments, on a bed of CC 1:2:4 Providing and fixing of minimum 3 mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia. Grade Fe-500 steel bar (as per IS 1786) staggered at 300 mm apart as detailed in Technical specifications, including stone grit beding wherever with flow direction on the inner cylindrical surface etc., complete including cost of reinforcement steel and fabrication charges and also cost and conveyance of all materials, labour with all lead and lifts. The Pre-cast RCC Machinehole are for various diamters and depths as stated below and as per detailed drawings, specifications and direction of the Engineer. For 1.2m dia Machinehole: Constructing Pre-cast RCC Machinehole 1.5 m internal dia. , 5.0 M depth & SFRC cover & frame
2
142903
285806.46
code66 - External WS package - earth Work By Mechanica lEarth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.For Main lines For House connection All kinds of soils Depth upto 1.50m at 75 % of total qty
1264.88
269
341340.5168
code67 - Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata .Ordinary/soft rock (without requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m at 15 % of total qty
252.98
573
145137.1558
code68 - Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.(Ref Vol i Common SR) Hard rock (blasting prohibited) Depth upto 1.50m at 10 % of total qty
168.65
1044
176141.433
code69 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ram ming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications . Total Excavation Qty
1686.5
164
277935.2
code70 - PIPES, SPECIALS AND FITTINGS. Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN 10.0 : (BWSSB SR CODE K030C) 90mm
825
457
377289
code71 - PIPES, SPECIALS AND FITTINGS. Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN 10.0 : (BWSSB SR CODE K030C) 125mm
230
878
202075.7
code72 - Valves Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of various dia.with body, bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face dimensions as per IS 14846-2000. The stem sealing should be with toroidal sealing rings (minimum 2 “O” rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minium coating thickness of 250 micron both inside and out side. The rate is inclusive of cost of valve, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10:
(BWSSB SOR CODE B073) 80mm dia
5
10704
53523.95
code73 - Valves Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of various dia.with body, bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face dimensions as per IS 14846-2000. The stem sealing should be with toroidal sealing rings (minimum 2 “O” rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minium coating thickness of 250 micron both inside and out side. The rate is inclusive of cost of valve, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10:
(BWSSB SOR CODE B073) 100mm dia
5
11210
56052.6
code74 - Supply and fixing of single chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For PN 16.0 100mm
5
38191
190956.85
code75 - Supply and fixing of single chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For PN 16.0 80mm
5
29875
149375.75
code76 - valve chamber Constructing RCC inspection chamber 1000x1000mm, and 1000 mm depth, ( clear inside dimension ) for single pipeline, R.C.C Verticle wall and R.C.C. top slab with cement concrete M30 mix 20mm and downsize granite metal, foundation concrete with inside plastering 12mm thick with cement mortar 1:3, finish smooth with a floating coat of cement on walls and bed concrete complete as per standard design including cost of materials, labour charges, curing complete as per specifications. Specification . 20 mm thick for inside with admixture of water proof compound of requisite proportion of approved quality including machine mixing, curing, making consruction joints wherever necessary and giving satisfactory water proof testing etc., complete for flat or sloping floor slab resting on ground (contractor will make his own arrangements for procuring water for testing) for vertical side walls SR 2013-14 P-143 Sn.4 total No.
10
22742
227424
code77 - Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and supplying and laying of MDPE pipe (PE80) -PN 12.5 manufactured in accordance with ISO 4427 - 1996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm /GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth not less than 0.45 mtrs. from the road surface, including providing 40mm dia. “A” class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises, connection should be continued with 20mm GI pipe by making “U” shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on thedistribution main pipe with SS / Brass ferrule of size 1/2” x 3/4” and fixing the union joint and gate valve / stop cock before the meter point and a reflex valve / non-return valve should be fixed on the connection after the meter point. (All these fixtures should be of standard quality conforming to IS). The compression fittings for MDPE pipes conforming to ISO 14236 and its latest versions. If the connection is of HDPE pipe the work include electric fusion tapping T or saddles, PE 100 black color pipie of PN 16 /SDR 11 or Higher grade conforming to standards with brass cutter,flow regurator,water tight cap with O’ring ,long spigot for making bore/tapping suitable to HDPE pipe by Electro fusion welding as per BS EN 12201-3 & EN 1555-3 standards. The Product should be tested to comply with BS 6920 for drinking water service in WRC - NSF, UK and DVGW certificate, Gemany. The Saddle should be manufactured Virgin Compounded PE 100 material.Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes, all specials such as GI tee, GI elbow, GI coupler, stopper with appurtenances, and brass or SS tap The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1:8 and providing coping in CC 1:3:6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1:3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials, cement, sand water etc., required for these works. The road suface should be compacted well and brought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for following diameters: (for minimum length of 2m) 25mm dia
76
7009
532695.4
code78 - Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and supplying and laying of MDPE pipe (PE80) -PN 12.5 manufactured in accordance with ISO 4427 - 1996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm /GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth not less than 0.45 mtrs. from the road surface, including providing 40mm dia. “A” class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises, connection should be continued with 20mm GI pipe by making “U” shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on thedistribution main pipe with SS / Brass ferrule of size 1/2” x 3/4” and fixing the union joint and gate valve / stop cock before the meter point and a reflex valve / non-return valve should be fixed on the connection after the meter point. (All these fixtures should be of standard quality conforming to IS). The compression fittings for MDPE pipes conforming to ISO 14236 and its latest versions. If the connection is of HDPE pipe the work include electric fusion tapping T or saddles, PE 100 black color pipie of PN 16 /SDR 11 or Higher grade conforming to standards with brass cutter,flow regurator,water tight cap with O’ring ,long spigot for making bore/tapping suitable to HDPE pipe by Electro fusion welding as per BS EN 12201-3 & EN 1555-3 standards. The Product should be tested to comply with BS 6920 for drinking water service in WRC - NSF, UK and DVGW certificate, Gemany. The Saddle should be manufactured Virgin Compounded PE 100 material.Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes, all specials such as GI tee, GI elbow, GI coupler, stopper with appurtenances, and brass or SS tap The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1:8 and providing coping in CC 1:3:6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1:3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials, cement, sand water etc., required for these works.
456
973
443847.6
code79 - Submerged Causway - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work ( Ref Vol i Common SR) 18m Wide Road,12 wide Road Consider 85% in all kinds of soil Depth exceeding 1.5m, but not exceeding 3 m
1090.76
105
114595.2456
code80 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work ( Ref Vol i Common SR) Consider 15% In ordinary/soft rock without blasting upto 1.5 m depth
107.66
373
40252.9974
code81 - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.Ref. to MoRT&H : IRC 305.3.4 18m Wide Road, 12m Wide Road
148
108
16006.2
code82 - Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead, 305.4.3, (Vol iii Roads and bridges SR)
600
6
3708
code83 - Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. soiling 400mm, 18M wide Road, 12M Road
652
2636
1719193.6
code84 - Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.IRC SP 49: 2014 Dry lean cement concrete
235.5
5067
1193419.8
code85 - Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing OPC @ 420 kg/m3 Pavement Quality Concrete using paver - M40 Grade
268.45
9332
2505398.2135
code86 - Curtain Wall - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work ( Ref Vol i Common SR) 1.2m Height Consider 85% in all kinds of soil Depth exceeding 1.5m, but not exceeding 3 m
235.62
105
24754.2372
code87 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work ( Ref Vol i Common SR) Consider 15% In ordinary/soft rock without blasting upto 1.5 m depth
41.58
373
15546.3462
code88 - Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. 1.2 m height
44.8
2762
123758.208
code89 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)
Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates 1.2 m Height Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding, sl no-3, Foundation, Sub structure of Cross drainages, 5%
14.7
6477
95213.37
code90 - Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Including Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. 2.0 m Height Raft Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding, sl no-3, Foundation, Sub structure of Cross drainages, 5%
33.6
6852
230239.968
code91 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Including Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. 1.2m Height Wall. Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding, sl no-11, Earth retaining structures, 10%
33.6
7341
246685.824
code92 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification.- All other type of structures Reinforcement for RCC works Considering 90Kg/m3
3.02
81381
245771.6166
code93 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification.- All other type of structures Reinforcement for RCC works Considering 90Kg/m3
3.02
97928
295744.3418
code94 - Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
Ref. to MoRT&H Spec.710.1.4.of IRC:78 and 2200 For Side Wall, 2.0m Height
50.4
2757
138968.424
code95 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 2.0 m Height side filling for soiling and sand bed, side filling for pcc, upto raft, above raft
142.8
273
39124.344
code96 - Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 2507.2 Flexible Apron at Up Stream (D/S) Flexible Apron at Up Stream (D/S)
480
2110
1013025.6
code97 - Boundary pillar / Guard Stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting, 807 Guard stones at every 1m c/c
60
770
46226.4
code98 - Retaining Wall - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work ( Ref Vol i Common SR) 2.0 m Height Consider 75% in all kinds of soil Depth exceeding 1.5m, but not exceeding 3 m
930.15
105
97721.559
code99 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work ( Ref Vol i Common SR) consider 15% In ordinary/soft rock without blasting upto 1.5 m depth
186.03
373
69554.7567
code100 - Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. (Ref Vol i Common SR) In Hard Rock (blasting prohibited) Depth upto 1.50m at 10 % of total qty
124.02
1044
129528.9684
code101 - Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. 2.0 m Height
275.6
2762
761333.976
code102 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates 2.0 m Height Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding, sl no-3, Foundation, Sub structure of Cross drainages, 5%
91.43
6477
592201.253
code103 - Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Including Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. 2.0 m Height Raft Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding, sl no-11, Earth retaining structures, 10%
159
7178
1141411.71
code104 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. 2.0 m Height Wall. Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding, sl no-11, Earth retaining structures, 10%
178.88
7341
1313308.3392
code105 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification. All other type of structures. Reinforcement for RCC works Considering 120Kg/m3
19.08
81381
1552755.7764
code106 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification. All other type of structures Reinforcement for RCC works Considering 120Kg/m3
21.47
81381
1747257.1551
code107 - Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
Ref. to MoRT&H Spec.710.1.4.of IRC:78 and 2200 For Side wall 2m Height
333.9
2757
920665.809
code108 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 2m height upto Raft (above sand filling) raft Above arft right Side
1037.48
273
284248.7704
code109 - Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.Providing Weepholes in for every 2sqm
265
246
65235.05
code110 - Borewell : Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1)Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a)Above 20 M and upto 30 M - 15%, b)Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2)A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. (Ref BWSSB SOR Code O040A) Geophysical investigation
1
5295
5295.23
code111 - Sinking of Bore wells of 6" (150 mm dia) Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: a) 0-50 Mtrs.
50
381
19055
code112 - Sinking of Bore wells of 6" (150 mm dia) Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: a) 50-100 Mtrs.
50
477
23896
code113 - Sinking of Bore wells of 6" (150 mm dia) Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: b) 100-150 Mtrs.
50
507
25389.5
code114 - Sinking of Bore wells of 6" (150 mm dia) Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: C) 150-200 Mtrs.
50
589
29458
code115 - Sinking of Bore wells of 6" (150 mm dia) Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: a) 200-250Mtrs.
50
691
34556.5
code116 - Sinking of Bore wells of 6" (150 mm dia) Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: a) 250-300Mtrs.
50
762
38110
code117 - Sinking of Bore wells of 6" (150 mm dia) Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: a) 300-350Mtrs.
50
894
44702
code118 - Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty casing
50
1990
99549.5
code119 - Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge
1
168
168.92
code120 - Raising Main from Bore well to main Connection.Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50m
(Ref Common SR Vol i) Raising Main from Bore well to Connection
360
269
97149.6
code121 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications
(Ref Common SR Vol i)
360
164
59328
code122 - Providing,supplying to work site,fixing of Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work.7.50 HP
(Ref BWSSB SOR Code P190F) g) 7.50 HP - 90 LPM @ 165 m = 15 STG Outlet Dia - 2.00"
1
42034
42034.3
code123 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. HDPE Grade PE80-PN10.0,63mm dia
250
259
64890
code124 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used.
For Grade PE80 PN10.0 : (For Raising Main) HDPE Grade PE80-PN10.0,90mm dia
750
457
342990
code125 - Supply and fixing of DI double flanged wafer type (Concentric) / double eccentrically disc, butterfly valves confoming to DIN 335 / IS 13095 with renewable soft seal on the disc and body seat face of nickel weld overlay micro finished / Integral Seat with power or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Face to face dimensions as per EN 558-1 basic series 14 (DIN 3203 F4) or AWWA C 504: 80 or BS 5155 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuts. The flange drilling standard is IS 1538. Hence, drilling of hole in the valves shall match with the pipe flange drilling standard. The valves are to be suitable for buried operation wiht the gear box sealed and lubricated for life time operation. DI double flanged wafer type butterfly valves. 50mm dia
1
13946
13946.2
code126 - Providing and fixing in position nominal bore gun metal non-return valve horizantal type of approved make including cost of all materials, labour and HOM with all leads complete. as per specifications. 50mm dia
1
1313
1313.25
code127 - Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments Size 63mm
1
428
428.48
code128 - Main Panel - Fabricating supplying and mounting MS box made out 16 SWG suitable for floor/wall mounting,fully weather proof with provision for better heat dissipation, provided with hinged front cover,equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7 tanks treatment with power coated paint and finally finished with approved colour etc., complete.
25000
-
10750
code129 - Supplying and Fixing of Shunt trip suitable for MCCB. CBCT
1
1703
1703
code130 - Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve,indicator ON/OFF,energy cross-3 with short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.
1
793
793
code131 - Supplying and fixing angle iron frame work fabricated out of M.S angle iron… and M.S flat …. with bolts ,Washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 5.41.1) 40X40X6mm
4
305
1220
code132 - Supplying and fixing angle iron frame work fabricated out of M.S angle iron… and M.S flat …. with bolts ,Washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. (5.41.4 )50X100X50X6mm C channel
3
756
2268
code133 - Supplying fully automatic star -dealt starter unit push button type with suitable wires 3 contactors one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 volts 3 phase and wired after fixing to the existing wooden board for motor . Upto 12.5 HP
1
7455
7455
code134 - Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440v A.C.50 Hz 12/24v D.C.
3
515
1545
code135 - Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440v A.C.50 Hz 12/24v D.C.
1
1425
1425
code136 - Supplying,fixing and wiring rotary selector switch suitable for voltmeter/ammeter(ammeter only)
1
200
200
code137 - Supplying and fixing HRC fuse units base on existing switch / panel board
1
612
612
code138 - Supplying,fixing and wiring heavy duty low voltage capacitors conforming to IS 2834.3 phase,400/440 volts grade,for power factor improvement of rotating machinery.like induction motor.Cost per KVAR.
1
400
400
code139 - Supplying,fixing and wiring heavy duty low voltage capacitors conforming to IS 2834.3 phase,400/440 volts grade,for power factor improvement of rotating machinery.like induction motor.Cost per KVAR.
1
400
400
code140 - Fixing a shunt capacitor of …..KVAR capacity with necessary clamps , bolts , and nuts on existing wooden or metal board including banking of more than one capacitor.
1
154
154
code141 - Supplying …..amps rated 3phase with netural bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve,mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6 mm M.S.flat frame work in existing panel board.The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts,nuts and washers etc.,complete.
4
2465
9860
code142 - Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes 10sqm
12
8
96
code143 - Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1KV class (metal only)
2
84
168
code144 - Supplying and drawing 3 coreflat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to IS:8130-1984 and viring grade PVC insulation and power coating extruded PVC sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990.
300
245
73500
code145 - Part A Providing 2 Pole structure at tapping point of the existing feeder line/Existing Substation Material Cost:DP structure with RCC poles of 9mtr long 145 KG W/L
1
21974
21974.4
code146 - 11KV, 5KV polymeric pin Insulators [24 mm dia FRP rod]
3
215
645.75
code147 - 11KV, 45Kv polymeric pin Insulators
3
195
585.9
code148 - Guyset complete with No 15 strain insulators and concreting materials
1
1228
1228.5
code149 - Caution/Danger Boards
1
157
157.5
code150 - Anticlimbing Devies using barbed wire (12mtr/kg GI barbed wire)
2
93
186.9
code151 - 11KV 400amps Double break GoS
1
22323
22323
code152 - H frame for mounting GoS
1
4548
4548.6
code153 - Spiral earth electrode
2
250
501.9
code154 - 11kv lightning arrestors metal oxide with 9 KV, 5KA polymeric type with ground connectors (set/3Nos)
1
4989
4989.6
code155 - Earthing materials GI pipe for grounding
1
1819
1819.65
code156 - 11KV DOLO Cutouts (set/3 Nos)
1
6165
6165.6
code157 - Labour Cost :
Erection of 9mtr long RCC DP structure
1
5640
5640.6
code158 - Fixing of guysets with No 15 strain insulators, anchor rod and turn buckle
1
622
622.65
code159 - Fixing of Caution/Danger Boards
1
84
84
code160 - Fixing of Anti climbing Devices with Barbed wire
2
44
88.2
code161 - Erection of 400 amps D B GOS
1
1274
1274.7
code162 - Erection of 'H' frame for mounting GoS
1
339
339.15
code163 - Fixing of sprial earth electrodes
2
97
195.3
code164 - Fixing of lightning arrestors (set/3Nos)
1
124
124.95
code165 - Fixing of earthings
1
996
996.45
code166 - Fixing of DOLO cutouts (set/3Nos)
1
248
248.85
code167 - Guy cocreting with boulders, mud and sand
1
262
262.5
code168 - Painting of 9mts RCC poles
2
1008
2016
code169 - Concreting of 9mts RCC poles
a) Base cocreting CC 1:4:8, 500x650x150mm
2
327
655.2
code170 - b) Pole concreting CC 1:2:4 650X500X1700mm
2
3605
7211.4
code171 - 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
code172 - Part B. Material Cost Extension of 11KV 3 Phasse Single Circuit tapping line from the existing feeder/existing substation using COYOTE ACSR Conductor
12
7429
89157.6
code173 - 11 KV Horizantal Cross arms with clamps, bolt, nuts and washers for RCC poles
15
678
10174.5
code174 - 11KV, 5KN polymeric pin Insulators
45
215
9686.25
code175 - 11KV, 70/90 KN Disc Insulators
21
313
6592.95
code176 - Strain Clamps 3 bolted type for Disc Insulators
21
915
19227.6
code177 - DP structure with RCC poles of 9mtr long 145 KG W/L
1
21974
21974.4
code178 - COYOTE ACSR conductor with 1.5% sag
1.6
145950
233520
code179 - COYOTE ACSR conductor accessaries at 3% on above
1.6
4378
7005.6
code180 - Guyset complete with No 15 strain insulators and concreting materials
4
1228
4914
code181 - PG clamps for COYOTE ACSR Conductors
21
332
6989.85
code182 - Spiral earth electrode
14
250
3513.3
code183 - E G stirrups with GI wire Lacing (set/2no's)
12
289
3477.6
code184 - Caution/Danger Boards
13
157
2047.5
code185 - Anticlimbing Devices (12mtr/kg GI barbed wire)
14
93
1308.3
code186 - 8 mtr RCC stud pole with 2 Nos of 2pin cross arms with clamps, nuts & washers
2
5664
11329.5
code187 - Guarding for Road Crossing with 4 pin cross arms with clamps, bolts nuts & washers
2
4347
8694
code188 - 11KV 200amps single break GoS
1
9922
9922.5
code189 - H frame for mounting GoS
1
4548
4548.6
code190 - 11kv lightning arrestors with 9 KV, 5KN polymeric type with ground connectors (set/3Nos)
1
4989
4989.6
code191 - Earthing materials GI pipe for grounding
1
1815
1815.45
code192 - Labour Cost:
Erection of 9mtr long RCC Poles
12
1829
21949.2
code193 - Fixing of 11KV Horizantal cross arms with HTST supports
15
285
4284
code194 - Erection of DP set
1
5640
5640.6
code195 - Stringing of COYOTE ACSR conductor
1.6
8400
13440
code196 - Fixing of guysets with No 15 strain insulators, anchor rod and turn buckle
4
622
2490.6
code197 - Fixing of spiral earth electrodes
14
97
1367.1
code198 - Fixing of E G stirrups with GI wire Lacing
12
168
2016
code199 - Fixing of Caution -Danger Boards
13
84
1092
code200 - Fixing of Anti climbing Devices
14
44
617.4
code201 - Erection of 8mtr RCC stud poles with 2 Nos of 2 pin cross arms
2
1664
3328.5
code202 - Providing Road crossing guardings
2
1253
2507.4
code203 - Erection of 11KV 200amps single breaks GOS
1
1159
1159.2
code204 - Erection of 'H' frame for mounting GoS
1
339
339.15
code205 - Fixing of Lightning arrestors
1
124
124.95
code206 - Fixing of earthing
1
996
996.45
code207 - Guy cocreting with boulders, mud and sand
4
262
1050
code208 - Painting of 9mts RCC poles
14
1008
14112
code209 - Concreting of 9mts RCC poles
a) Base cocreting CC 1:4:8, 500x650x150mm
14
327
4586.4
code210 - b) Pole concreting CC 1:2:4 650X500X1700mm
14
4719
66076.5
code211 - c) Pole coping CC 1:2:4 (as per actuals) 150mm arround the pole for a height of 300mm from ground level
14
327
4586.4
code212 - Part C Material Cost Extension of 11KV, Single Circuit Power line using COYOTE ACSR Conductor inside Layout.RCC pole 9mtr long -145 kg W/L
20
7429
148596
code213 - 11 KV Horizantal Cross arms with clamps HTST supports, bolt, nuts and washers for RCC poles
25
678
16957.5
code214 - 11KV, 5KN polymeric pin Insulators
75
215
16143.75
code215 - 11KV, 70/90 KN Disc Insulators
35
313
10988.25
code216 - Strain Clamps 3 bolted type for Disc Insulators
35
915
32046
code217 - DP structure with RCC poles of 9mtr long 145 KG W/L
1
21974
21974.4
code218 - COYOTE ACSR conductor with 1.5% sag
2.5
145950
364875
code219 - COYOTE ACSR conductor accessaries at 3% on above
2.5
4378
10946.25
code220 - Guyset complete with No 15 strain insulators and concreting materials
8
1228
9828
code221 - PG clamps for COYOTE ACSR Conductors
35
332
11649.75
code222 - Spiral earth electrode
22
250
5520.9
code223 - E G stirrups with GI wire Lacing (set/2no's)
20
289
5796
code224 - Caution/Danger Boards
21
157
3307.5
code225 - Anticlimbing Devices (12mtr/kg GI barbed wire)
22
93
2055.9
code226 - 8 mtr RCC stud pole with 2 Nos of 2pin cross arms
4
5664
22659
code227 - Guarding for Road Crossing with 4 pin cross arms
5
4347
21735
code228 - 11KV 200amps single break GoS
1
9922
9922.5
code229 - H frame for mounting GoS
1
4548
4548.6
code230 - 11kv lightning arrestors with 9 KV, 5KN polymeric type with ground connectors (set/3Nos)
1
4989
4989.6
code231 - Earthing materials GI pipe for grounding
1
1815
1815.45
code232 - Labour Cost:
Erection of 9mtr long RCC Poles
20
1829
36582
code233 - Fixing of 11KV Horizantal cross arms with HTST supports
25
285
7140
code234 - Erection of DP set
8
5640
45124.8
code235 - Stringing of COYOTE ACSR conductor
2.5
8400
21000
code236 - Fixing of guysets with No 15 strain insulators anchor rod and turn buckle
8
622
4981.2
code237 - Fixing of sprial earth electrodes
22
97
2148.3
code238 - Fixing of E G stirrups with GI wire Lacing
20
168
3360
code239 - Fixing of Caution -Danger Boards
21
84
1764
code240 - Fixing of Anti climbing Devices
22
44
970.2
code241 - Erection of 8mtr RCC stud poles with 2 Nos of 2 pin cross arms
4
1664
6657
code242 - Providing Road crossing guardings
5
1253
6268.5
code243 - Erection of 11KV 200amps single breaks GOS
1
1159
1159.2
code244 - Erection of 'H' frame for mounting GoS
1
339
339.15
code245 - Fixing of Lightning arrestors
1
124
124.95
code246 - Fixing of earthing
1
996
996.45
code247 - Guy cocreting with boulders, mud and sand
8
262
2100
code248 - Painting of 9mts poles
22
1008
22176
code249 - Concreting of 9mts RCC poles
a) Base cocreting CC 1:4:8, 500x650x150mm
22
327
7207.2
code250 - b) Pole concreting CC 1:2:4 650X500X1700mm
22
4719
103834.5
code251 - c) Pole coping CC 1:2:4 (as per actuals) 150mm arround the pole for a height of 300mm from ground level
22
327
7207.2
code252 - Part D Material Cost Erection of 3 Phase, 11 KV/433 Volts Distribution Transformer mounting, Double pole Transformer Structure Using 9 mtr RCC poles (excluding transformer) (DTPS)
2
33131
66263.4
code253 - 11KV, 5KN polymeric pin Insulators
12
215
2583
code254 - 11KV 45 KN Polymeric Insulators
6
195
1171.8
code255 - Guyset complete with No 15 strain insulators and concreting materials
8
1228
9828
code256 - Earthing materials GI pipe type for grounding
6
1815
10892.7
code257 - Caution /Danger Boards
2
157
315
code258 - Anticlimbing Devies (12mte/kg GI barbed wire)
4
93
373.8
code259 - GI wire 8 SWG
10
78
787.9
code260 - Guy wire 7/10 SWG
20
81
1621.8
code261 - 11kv lightning arrestors metal oxide 9 KV, 5KN (set/3no)
2
4989
9979.2
code262 - 11KV solid core type HG fuse unit (set/3no)
2
1122
2244.9
code263 - 11kv 200Amps single Break Gos
2
9922
19845
code264 - H frame for mounting GoS
2
4548
9097.2
code265 - Sprial earth electrode
4
250
1003.8
code266 - Labour Cost:
Erection of 9mtr RCC DP transformer structure
2
7332
14664.3
code267 - Fixing of guysets with No 15 strain insulators anchor rod and turn buckle & anchor rod
12
622
7471.8
code268 - Fixing of Earthings
6
996
5978.7
code269 - Fixing of Caution /Danger Boards
2
84
168
code270 - Fixing of Anti climbing Devices
4
44
176.4
code271 - Guy cocreting with boulders, mud and sand
8
262
2100
code272 - Fixing of 11 KV Lightning arrestors
2
124
249.9
code273 - Fixing of solid coe type HG fude unit (set/3No)
2
248
497.7
code274 - Fixing of 200 Amps single break Gos
2
1159
2318.4
code275 - Erevtion of 'H' frame for mounting Gos
2
339
678.3
code276 - Fixing of Spiral earth electrode
4
97
390.6
code277 - Painting of 9mts poles
4
1008
4032
code278 - Concreting of 9mts RCC poles of DP structure
a) Base cocreting CC 1:4:8, 500x650x150mm
4
327
1310.4
code279 - b) Pole concreting CC 1:2:4 650X500X1700mm
4
4719
18879
code280 - c) Pole coping CC 1:2:4 (as per actuals) 150mm arround the pole for a height of 300mm from ground level
4
327
1310.4
code281 - Part E Extension of LT 3Phase 5 wire line using Rabbit ACSR Conductor inside Layout Material Cost RCC pole 9mtr long -145 kg W/L
45
7429
334341
code282 - LT 4 pin Cross arms with clamps, bolt, nuts and washers for RCC poles
80
444
35532
code283 - LT 2 pin Cross arms with clamps, bolt, nuts and washers for RCC poles
80
279
22344
code284 - 1.1KV Pin Insulators
400
69
27720
code285 - No 8 strain Insulators
205
28
5811.75
code286 - Guyset complete with No 8 strain insulators and concreting materials
20
1194
23898
code287 - Rabbit ACSR conductor accessaries at 1.5% sag
13
48545
631094.1
code288 - conductor accessaries at 3% on above
13
1456
18932.81
code289 - Sprial earth electrode
45
250
11292.75
code290 - Sheet metal/Deep Street lighting metering Box with automatic control switch contactors with single phase 5-30 Amp meter and 50/5 amps CT incluing wiring
2
6283
12566.4
code291 - PVC Pipe 40 mm dia
12
63
756
code292 - PVC insulated wire 25 Sqmm single core multi stranded alluminium wire
50
46
2327.5
code293 - Caution/Danger Board
45
157
7087.5
code294 - Anticlimbing Devies (12mte/kg GI barbed wire)
45
93
4205.25
code295 - PG clamps for Rabbit ACSR Conductors
205
107
21955.5
code296 - RCC pole 8 mtr long stud with 2 Nos of 2pin cross arms with clamps, bolts and washers
10
5664
56647.5
code297 - LED street light fitting with 40 wats
65
4225
274638
code298 - Supply and fixing of GI pipe brackets for above
65
1149
74733.75
code299 - Gaurding for Road Crossings
5
4347
21735
code300 - Labour Cost:
Erection of 9mtr long RCC Poles
45
1829
82309.5
code301 - Fixing of LT 4 pin cross arms
80
168
13440
code302 - Fixing of LT 2pin cross arms
80
168
13440
code303 - Fixing of guyset with No 8 strain insulators anchor rod and turn bracket and concreting materials
20
622
12453
code304 - Stringing of rabbit ACSR coductors
13
4579
59527.65
code305 - Fixing of sprial earth electrodes
45
97
4394.25
code306 - Fixing of Caution -Danger Boards
45
84
3780
code307 - Fixing of street light metering box
2
789
1579.2
code308 - Fixing of 8mtr RCC stud poles with 2 Nos of 2 pin cross arms
10
1664
16642.5
code309 - Fixing of LED street Light fittings
65
170
11056.5
code310 - Providing guarding for road crossing
5
1253
6268.5
code311 - Guy connecting with boulders, mud and sand
20
262
5250
code312 - Painting of 9mtrs RCC poles
45
1008
45360
code313 - Concreting of 9mts RCC poles
a) Base cocreting CC 1:4:8, 500x650x150mm
45
327
14742
code314 - b) Pole concreting CC 1:2:4 650X500X1700mm
45
4719
212388.75
code315 - c) Pole coping CC 1:2:4 (as per actuals) 150mm arround the pole for a height of 300mm from ground level
45
327
14742
code316 - Part F Providing Solar lights in park with 5.5 mtr MS PoleSupplying, testing and commissioning at site outdoor type SOLAR street light with the following specifications: A stand alone solar photovoltaic system 1x74 watts output PV module comprises a compact fluorescent lamp (CFL) lead acid battery, PVC module, control electronic interconnecting wires/cables modules mounting hardware's, battery box, operators and instructions. The system should be designed to automatically switch OFF at dawn. The lamp should be compact fluorescent lamp (CFL) tube with 4 pin or 2 pin type with rating of 11 watts 'E' or PL type with adequate preheating circuit must be provided. The light output from the lamp should be around 900+1-5 lumens. Folded electrode type battery position tubular plate low maintenance lead acid battery. The battery will have minimum rating of 12 volts 75AH. The inverter should have equal sine wave, sine way type frequency in rang of 20-30khz half wave operation is not acceptable. The photo voltaic module under STC should be minimum of 74watts battery over discharge deep discharge of shortcut. The pole should be made of mild steel with 5.5mts height and painted with enamel paint. [Approved rate]
20
47040
940800
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