Bruhat Bengaluru Mahanagara Palike 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.
Bruhat Bengaluru Mahanagara Palike - BBMP Tender
Civil And Construction
Road Construction
Opening Date6 Nov 2024
Closing Soon20 Nov 2024
Tender Amount₹ 46,53,40,373.09
Costs
EMD
₹ 46,53,000Document Cost
Refer DocumentsTender Fee
₹ 7,500
Summary
Comprehensive Development Of Selected Roads By Providing White Topping In
Description
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Contact
Tender Id
BBMP/2024-25/RD/WORK_INDENT3976/CALL-2Tender No
BBMP/2024-25/RD/WORK_INDENT3976/CALL-2Tender Authority
Bruhat Bengaluru Mahanagara Palike ViewPurchaser Address
-Website
http://http://bbmp.gov.in/home
GEM & Bid Advisory Services
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Documents
BOQ Items
WT04 - Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and lead and complete the work with all lead and lift and as per direction of Engineer in Charge
9508.4
24
230103.28
WT05 - Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for Cutting asphalt Road surface by Machine cutting to demarcate the trench width of the surface and complete the work with all lead and lift and as per direction of Engineer in Charge
892.66
1059
945496.5454
WT06 - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings and bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools and other appurtenaces required to complete the work.. In all kinds of soils Depth upto 1.5m and complete the work with all lead and lift and as per direction of Engineer in Charge
38993.54
266
10380080.348
WT07 - Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m and complete the work with all lead and lift and as per direction of Engineer in Charge
15301.46
112
1716823.812
WT08 - 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. Case -II Double row for two utility services and complete the work with all lead and lift and as per direction of Engineer in Charge
555
4409
2447494.5
WT09 - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1 2 but excluding excavation, protection works,backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 750mm dia and complete the work with all lead and lift and as per direction of Engineer in Charge
3580.2
3668
13133963.7
WT10 - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1 2 but excluding excavation, protection works,backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 1000mm dia and complete the work with all lead and lift and as per direction of Engineer in Charge
1096.4
8753
9597666.32
WT11 - Providing and laying Double wall Corrugated HDPE pipes for Electrical. Telecommunication and Signalling lines having flexibility and anti termite, anti corrosive, good abrasion, fatigue strength and UV resistant and capable of withstanding vehicular traffic and earth loads conforming to IS 16205 2017 as per technical specifications. and complete the work with all lead and lift and as per direction of Engineer in Charge
23214.6
566
13151070.9
WT12 - Providing and laying Double wall Corrugated HDPE pipes for Electrical. Telecommunication and Signalling lines having flexibility and anti termite, anti corrosive, good abrasion, fatigue strength and UV resistant and capable of withstanding vehicular traffic and earth loads conforming to IS 16205 2017 as per technical specifications. and complete the work with all lead and lift and as per direction of Engineer in Charge
31574.8
220
6946456
WT13 - Providing Bedding or Backfilling using approved stone dust / quarry dust of size not exceeding 5.6 mm for the pipe line trenches including watering and consolidation etc., complete with all lead and lifts as per specification and as directed by the engineer incharge, after obtaining the approval of the Chief Engineer. and complete the work with all lead and lift and as per direction of Engineer in Charge
22556.02
2322
52392897.6958
WT14 - Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -Grading V and complete the work with all lead and lift and as per direction of Engineer in Charge
5217.84
2594
13539773.016
WT15 - 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. and complete the work with all lead and lift and as per direction of Engineer in Charge
6789.7
2814
19112326.53
WT16 - Providing and laying in position cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead and 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 Mix 1 3 6 (M10) Using 20 mm nominal size graded crushed coarse aggregates and complete the work with all lead and lift and as per direction of Engineer in Charge
3562.26
6838
24361227.462
WT17 - Providing and laying in Cement Concrete for all Basement and 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 necessary, including all lead and 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 and formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates and complete the work with all lead and lift and as per direction of Engineer in Charge
1701.35
7128
12127222.8
WT18 - Add Extra for Formwork, Centering shuttering complete for item no17 with all lead and lift as per the directions of engineer in charge and Scaffolding and complete the work with all lead and lift and as per direction of Engineer in Charge
1701.35
356
606361.14
WT19 - 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 and complete the work with all lead and lift and as per direction of Engineer in Charge
334.91
86912
29107731.411
WT20 - Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. and complete the work with all lead and lift and as per direction of Engineer in Charge
173775
149
25996740
WT21 - Providing and fixing Precast RCC 200mm thick cover slab for Drains/culverts/chambers and others using M30 design mix Grade Concrete using 20mm nominal size graded crushed coarse aggregates, slab reinforcement steel with Bottom of 12mm at 120mm c/c and top of 10mm at 120mmc/c and distribution steel of 8mm at180mm c/c reinforcement steel (at rate of 115 Kg/Cum) and slab jointed in CM 1 3 including cost of material, labour, form work, lifting using suitable crane, lift charges, usage of machinery, scaffolding, curing lead and transportation charges etc. and complete the work with all lead and lift and as per direction of Engineer in Charge
477.51
4695
2242339.209
WT22 - Providing and laying 100mm thick pre-cast cover slabs over drains and Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel at 2.00 kg/m2, slabs jointed in CM 1 3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, and complete the work with all lead and lift and as per direction of Engineer in Charge
2284.43
1020
2331946.144
WT23 - Supplying and fixing Composite Fibre Reinforced Polymer (FRP) utility cover conforming to IS 12592 2002 with sufficient load bearing capacity as per technical specifications.Light Duty Square 600x600 mm with load bearing capacity upto 5t and complete the work with all lead and lift and as per direction of Engineer in Charge
50
3300
165000
WT24 - Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63 2018 and IS 15658 for Cycle Tracks and Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification).. and complete the work with all lead and lift and as per direction of Engineer in Charge
6313.68
1174
7417311.264
WT25 - Providing and laying 100mm thick factory made precast M -40 grade Cement Concrete Paver Block as per IRC SP 63 2018 and IS 15658 for Commercial Traffic Axle load repetitions more than 10MSA upto 20MSA for Industrial Streets, Bus and Truck parking of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification). and complete the work with all lead and lift and as per direction of Engineer in Charge
16275.24
1430
23273593.2
WT26 - Providing and laying in Cement Concrete for all Basement and 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 necessary, including all lead and 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 and formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates and complete the work with all lead and lift and as per direction of Engineer in Charge
1970.74
6955
13707087.922
WT27 - Add Extra for Formwork, Centering shuttering complete for item no26 with all lead and lift as per the directions of engineer in charge and Scaffolding and complete the work with all lead and lift and as per direction of Engineer in Charge
1970.74
347
685364.2498
WT28 - Providing and laying in Cement Concrete for all Basement and 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 necessary, including all lead and 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 and formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates and complete the work with all lead and lift and as per direction of Engineer in Charge
33
7265
239761.5
WT29 - Add Extra for Formwork, Centering shuttering complete for item no28 with all lead and lift as per the directions of engineer in charge and Scaffolding and complete the work with all lead and lift and as per direction of Engineer in Charge
33
363
11988.24
WT30 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1 4 as per IS 2572 2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. and complete the work with all lead and lift and as per direction of Engineer in Charge
148.8
1441
214420.8
WT31 - Providing 12 mm cement plaster with cement mortar 1 6 (1 cement 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. and complete the work with all lead and lift and as per direction of Engineer in Charge
223.2
265
59170.32
WT32 - Painting on Steel Surfaces
Providing and applying two coats of ready mix paint of approved brand on steel surface after thorough cleaning of surface to give an even shade and complete the work with all lead and lift and as per direction of Engineer in Charge
63.58
105
6714.048
WT33 - Providing and fixing pre cast solid cement concrete kerb stones made out of M20 with top width 100mm and bottom width 150mm respectively, 300mm high and 450mm in length finished with CM 1 3 plastering and finishing cutting, including formwork, curing, including cost of all materials, labour, hire charges of machinery, loading, unloading, lead and lift, transportation etc., complete., to be laid between Travel lane and Cycle Track/Landscape with all lead, lift, loading and unloading and complete the work with all lead and lift and as per direction of Engineer in Charge (Form Finish Concrete and no painting to be done)
17641
475
8379475
WT34 - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces and complete the work with all lead and lift and as per direction of Engineer in Charge
2636.4
119
316104.36
WT35 - Providing and laying in place 300mm x 300mm x 16mm cement tactile directional and warning tiles (for a person with visual impairment) of the approved brand and make and specified colour for outdoor floors such as footpath, courtyard, multimodals location etc. laid on 20mm thick base of cement mortar 1 4 (1 cement 4 coarse sand) in all shapes and patterns including grouting the joints with white cement with matching pigments etc. complete as per as per standards. and complete the work with all lead and lift and as per direction of Engineer in Charge
2734.14
1534
4195537.83
WT36 - Tack coat on Bituminous surface
Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom and complete the work with all lead and lift and as per direction of Engineer in Charge
13796.35
13
182111.82
WT37 - Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 at 3.3Percent 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 and complete the work with all lead and lift and as per direction of Engineer in Charge
597.07
8208
4900869.974
WT38 - Milling of existing Bituminous surface to a specified depth up to 40mm using Milling machine including disposal of removed material and complete the work with all lead and lift and as per direction of Engineer in Charge
17021.4
49
842559.3
WT39 - 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 with8-10 t vibratory roller, finishing and curing
1208.16
5412
6538561.92
WT40 - Thin White Topping
Construction of Thin White Topping with M40 grade plain cement concrete pavement over existing Bituminous surface (Preparation to be done if necessary either by Milling or Levelling course with BM DLC ) with approved grade Cement, course and fine aggregates confirming to IS 383 2016, maximum size of fine aggregate not exceeding 31.5 mm, mixed in a batching and mixing plant as per approved mix design, limiting water cement ratio to maximum 0.40 to achieve minimum flexural strenght or modulus of rapture of concrete being 4.5 MPa including fibre reinforcement at 9.25 kg /m3 transported to site laid with fixed paver finisher spread compacted and finished in a continuous operation with Texture Curing Machine including provision of contraction joint at short spacing (1m x1m or as per design), joint filler, sealant ,primer, joint sealant as per IRC 57 2018 admixtures, curing compound, steel channels. finishing to lines and grades as per drawing. (Cost of milling if necessary shall be paid seperately and BM if necessary shall be paid seperately)(reference to IRC SP 76 of 2015 along with MORTH specification 602). and complete the work with all lead and lift and as per the direction of Engineer in Charge
5875.85
9620
56529202.51
WT41 - Thin White Topping
Construction of Thin White Topping with M40 grade pavement quality concrete pavement over existing Bituminous surface (Preparation to be done if necessary either by Milling or Levelling course with BM ) with approved grade Cement, course and fine aggregates confirming to IS 383 2016, maximum size of fine aggregate not exceeding 31.5 mm, mixed in a batching and mixing plant as per approved mix design, limiting water cement ratio to maximum 0.40 to achieve minimum flexural strenght or modulus of rapture of concrete being 4.5 MPa including fibre reinforcement at 9.25 kg /m3 transported to site laid manually spread compacted and finished in a continuous operation with Texture Curing Machine including provision of contraction joint at short spacing (1m x1m or as per design), joint filler, sealant ,primer, joint sealant as per IRC 57 2018 admixtures, curing compound, steel channels. finishing to lines and grades as per drawing. (Cost of milling if necessary shall be paid seperately and BM if necessary shall be paid seperately) (reference to IRC SP 76 of 2015 along with MORTH specification 602).
and Complete the work with all lead and lift and as per the direction of Engineer in Charge
448.7
9510
4267406.22
WT42 - Providing and laying Dense Graded Bituminous Macadam with 100 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, at 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. and complete the work with all lead and lift and as per direction of Engineer in Charge
101.56
10298
1045885.192
WT43 - Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, at 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects and complete the work with all lead and lift and as per direction of Engineer in Charge
51.5
11951
615502.25
WT44 - Providing and fixing in position, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 700 mm. long and at 300 mm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT, chairs with proper alignment etc. complete. and complete the work with all lead and lift and as per direction of Engineer in Charge
17979
297
5339763
WT45 - Providing and fixing in position 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 600 mm. Long and at 300 mm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. and complete the work with all lead and lift and as per direction of Engineer in Charge
1050
418
438900
WT46 - Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 45 degree, 'A' frame painted with 2 coats of yellow paint, complete as per IRC SP 55 2014 and complete the work with all lead and lift and as per direction of Engineer in Charge
728
4055
2952549.6
WT47 - Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic and complete the work with all lead and lift and as per direction of Engineer in Charge
101
854
86324.7
WT48 - 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 at 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 holesand complete the work with all lead and lift and as per direction of Engineer in Charge
3271.86
583
1907494.38
WT49 - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer and complete the work with all lead and lift and as per direction of Engineer in Charge
3812
401
1530518
WT50 - Retro-Reflectorised Traffic Signs Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC 67 2022 madeof Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC 67 2022.60cm Equilateral triangle and complete the work with all lead and lift and as per direction of Engineer in Charge
30
3964
118932
WT51 - Retro-Reflectorised Traffic Signs Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC 67 2022 madeof Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC 67 2022.60cm circular triangle (PWD SR 2023-24, Pg No 65, Item No. 8.6 (A) viii, Vol-III)
32
4783
153084.8
WT52 - Retro-Reflectorised Traffic Signs
Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary,
mandatory and informatory sign as per IRC 67 2022 madeof Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC 67 2022.80cm x 60cm Rectangular and complete the work with all lead and lift and as per direction of Engineer in Charge
24
6055
145332
WT53 - Retro-Reflectorised Traffic Signs
Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary,
mandatory and informatory sign as per IRC 67 2022 madeof Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC 67 2022.60cm x 60cm Square and complete the work with all lead and lift and as per direction of Engineer in Charge
28
5281
147870.8
WT54 - Road Delineators -Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings and complete the work with all lead and lift and as per direction of Engineer in Charge
6
2223
13338.6
WT55 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. and complete the work with all lead and lift and as per direction of Engineer in Charge
49999.86
93
4674986.91
WT56 - Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum. (Tipper 10 m3) and complete the work with all lead and lift and as per direction of Engineer in Charge
5790.09
130
757922.781
WT57 - Cost of Haulage Excluding Loading and Unloading Taking output 18 t load and lead 10 km = 180 t.km (PWD SR 2023-24, Pg No 5, Item No.1.4(i)(b), Vol-III) Considering Haulage for 22 km (Bagaluru) and complete the work with all lead and lift and as per direction of Engineer in Charge
55790.82
247
13825523.1042
WT58 - 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 and complete the work with all lead and lift and as per direction of Engineer in Charge
2316.1
176
407633.6
WT59 - Providing and laying Ductile Iron pipes of class conforming to IS 8329 2000 with latest amendments, conveying to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329 2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6Percent from the prices listed. For DI K7 pipes 100 mm dia pipe and complete the work with all lead and lift and as per direction of Engineer in Charge
5065.6
1606
8135353.6
WT60 - Providing SandS 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 SandS RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe-300mm dia and complete the work with all lead and lift and as per direction of Engineer in Charge
4851
1465
7107685.2
WT61 - Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100Percent leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 O rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts and nuts and rubber insertions etc. but excluding earth work. For Sluice Valve of PN - 10 and 100 mm and complete the work with all lead and lift and as per direction of Engineer in Charge
39
11972
466923.6
WT62 - Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100Percent leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 O rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts and nuts and rubber insertions etc. but excluding earth work. For Sluice Valve of PN - 10 and 300 mm and complete the work with all lead and lift and as per direction of Engineer in Charge
32
66357
2123440
WT63 - Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and Providing 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 the distribution 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 colour pipe of PN 16/SDR 11 or Higher grade conforming to standards with brass cutter cum flow regulator, 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 and 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, Germany. The Saddle should be manufactured Virgin Compounded PE 100 material. Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes, as per diagram, 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 the following diameters (for minimum length of 2m) etc. complete for 15mm dia and complete the work with all lead and lift and as per direction of Engineer in Charge
342
7201
2462981.4
WT64 - Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and Providing 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 the distribution 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 colour pipe of PN 16 /SDR 11 or Higher grade conforming to standards with brass cutter cum flow regulator, 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 and 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, Germany. The Saddle should be manufactured Virgin Compounded PE 100 material. Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes, as per diagram, 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 the following diameters (for minimum length of 2m) etc. complete. For connection pipe length beyond 2.0 mtrs for every 1mtr. or part thereof. and complete the work with all lead and lift and as per direction of Engineer in Charge
305
1039
317047.5
WT65 - Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70Percent, aximum light intensity should be between 60 degrees to 70 degrees. CCT Greater 5500K, IP66 optical and electrical compartment and impact resistance of complete luminaire Greater IK08. Power Factor Greater0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 and LM 80 Adherence with RoHS. UL approved MCPCB.Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with 120 W System Power consumption. LED EfficiencyGreater1301m/w, nominal CRI Greater75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI and any Government certified agency and Design and Development facility certified by ISO 9001 2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned LED Streetlight 120 W and complete the work with all lead and lift and as per direction of Engineer in Charge
884
11066
9782344
WT66 - Fabricating, supplying and erection of 8 mts long hot dip Galvanized Conical hot dip Pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/s for 8 m Pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom 155 mm , top 75 mm with 3 mm thick, suitable base plate and 4Nos of 550mm long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc.,(excluding foundation) as per drawing appended. 8 m - Top 75 mm and Bottom 155 mm dia and complete the work with all lead and lift and as per direction of Engineer in Charge
442
19690
8702980
WT67 - Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clA, bolts, nuts and wiring using suitable capacity wires.(PWD Vol-6,Electrical SR 2023-24, Utilization, and complete the work with all lead and lift and as per direction of Engineer in Charge
884
178
157528.8
WT68 - Supplying and fixing telescopic M.S. bracket fabricated by using 0.5m length 4 dia telescopic M. S. pipe, with 2 dia1.5m long M.S.Bracket and are welded with suitable angle, using 6mm thick M. S. sheet, grip bolts and nuts, as required, suitable for 9 to 12 ms. M. S. tubular pole, with necessary two coats of painting, with all other accessories.. - Double bracket 2x1.5 m. Length (PWD Vol-6,Electrical SR 2023-24, Utilization, and complete the work with all lead and lift and as per direction of Engineer in Charge
442
2568
1135277
WT69 - 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part- 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 25 Sqmm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm) and complete the work with all lead and lift and as per direction of Engineer in Charge
11.232
153503
1724155.8048
WT70 - Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff - LT Cable - 2.5 to 25 Sqmm and complete the work with all lead and lift and as per direction of Engineer in Charge
8.166
22974
187610.5836
WT71 - Providing and laying Double wall Corrugated HDPE pipes for Electrical. Telecommunication and Signalling lines having flexibility and anti termite, anti corrosive, good abrasion, fatigue strength and UV resistant and capable of withstanding vehicular traffic and earth loads conforming to IS 16205 2017 as per technical specifications.and complete the work with all lead and lift and as per direction of Engineer in Charge
7570.4
104
791106.8
WT72 - Straight Through Jointing Kit Suitable for 1.1 kV Class LTUG Cable as per IS-13573 - Epoxy Type - 25 Sqmm, 4 Core and complete the work with all lead and lift and as per direction of Engineer in Charge
87
825
71775
WT73 - Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100Volts as per IS-694 1990 3C X 4Sq.mm (PWD Vol-6,Electrical SR 2023-24, Utilization, PWD-Part-1 Electrical Item, Page No.- 6, Item No. 2.5.15)
5304
189
1003516.8
WT74 - Digging of Pit for providing GI Pipe type Earthing - Ordinary Soil and complete the work with all lead and lift and as per direction of Engineer in Charge
40
834
33396
WT75 - Grounding Material - Pipe Grounding GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete. Minimum Weight of GI Pipe 7.3 Kg and complete the work with all lead and lift and as per direction of Engineer in Charge
40
817
32692
WT76 - Good Quality well burnt Charcoal for groundingpurposes packed in non returnable gunny bag of 30 Kg each and complete the work with all lead and lift and as per direction of Engineer in Charge
40
743
29744
WT77 - Good Quality Salt for grounding purposes packed in 50 Kg gunny bag and complete the work with all lead and lift and as per direction of Engineer in Charge
40
341
13640
WT78 - Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting. and complete the work with all lead and lift and as per direction of Engineer in Charge
15
2546
38197.5
WT79 - Supplying of on load change over switches 4 poles, AC 23Amps duty 415V, 50HZ, AC Supply. (Open Execution) Upto 63Amps and complete the work with all lead and lift and as per direction of Engineer in Charge
15
6028
90420
WT80 - Supply and fixing of 4Pole Power Contactor With No/NC Contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 40AMPS and complete the work with all lead and lift and as per direction of Engineer in Charge
15
2483
37257
WT81 - Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit with thermal Magnetic/Micro processor release and Earth Fault as per IS-13947. ( Icu = Ics) THREE POLE 100Amps 25KA. and complete the work with all lead and lift and as per direction of Engineer in Charge
15
6694
100419
WT82 - Supplying and Fixing of shunt trip suitable for MCCB/CBCT. and complete the work with all lead and lift and as per direction of Engineer in Charge
15
1873
28099.5
WT83 - Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' curve , indicator ON/OFF, energy cross-3 with Short circuit breaking cappacity of 10K and complete wiring as required. Confirming to IEC 60898. 6-32 AMPS TPN. and complete the work with all lead and lift and as per direction of Engineer in Charge
44
1888
83102.8
WT84 - upplying, fixing and wiring rotary selector switch suitable for Ammeter. and complete the work with all lead and lift and as per direction of Engineer in Charge
15
220
3300
WT85 - Supplying, fixing and wiring rotary selector switch suitable for Voltmeter. and complete the work with all lead and lift and as per direction of Engineer in Charge
15
176
2640
WT86 - Supplying, fixing and wiring 3 phase Digital Ammeter/ Voltmeter and complete the work with all lead and lift and as per direction of Engineer in Charge
44
1567
68970
WT87 - Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 Amps three phase 4 wire whole current class-1 Accuracy Energy Meter.and complete the work with all lead and lift and as per direction of Engineer in Charge
15
6275
94132.5
WT88 - 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. and complete the work with all lead and lift and as per direction of Engineer in Charge
44
566
24926
WT89 - Supplying 100Amps rated 3phase with neutral bus bar using required capacity electrolytic alluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm 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 botls,nuts and washers 100Amps 4x30x6mm Alluminium Strips (PWD Vol-6,Electrical SR 2023-24, Utilization,and complete the work with all lead and lift and as per direction of Engineer in Charge
73
2711
197939.5
WT90 - Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. flat 50X50X6MM with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. - 50X50X6MM and complete the work with all lead and lift and as per direction of Engineer in Charge
146
434
63437
WT91 - Fabricating supplying and mounting MS box made out 14 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 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. 14SWG. and complete the work with all lead and lift and as per direction of Engineer in Charge
1440000
-
792000
WT92 - Manufacturing, Supplying and Fixing of good quality Cast Iron grating/Chamber Covers of Heavy duty size 650X650mm, 25 mm thick (Total Weight of 185 kgs) with frames etc, complete including cost of all materials, labours, transportation, loading and unloading as per detailed specificationd and direction of Engineer incharge.and complete the work with all lead and lift and as per direction of Engineer in Charge
345
22100
7624500
WT93 - Providing and fixing Precast RCC 150mm thick cover slab for Drains/culverts/chambers and others using M30 design mix Grade Concrete using 20mm nominal size graded crushed coarse aggregates, slab reinforcement steel with Bottom of 12mm at 120mm c/c and top of 10mm at 120mmc/c and distribution steel of 8mm at180mm c/c reinforcement steel (at rate of 115 Kg/Cum) and slab jointed in CM 1 3 including cost of material, labour, form work, lifting using suitable crane, lift charges, usage of machinery, scaffolding, curing lead and transportation charges etc....and complete the work with all lead and lift and as per direction of Engineer in Charge
66.3
3563
236251.431
WT94 - Provision of an Reinforced cement concrete new jersey crash barrier at the medians constructed with reinforcement cement concrete with TMT reinforcement conforming MoRTandH Specification and as per details given IRC 119 (Fig-6) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, as per approved drawing and at locations directed by the Engineer, all as specifiedand complete the work with all lead and lift and as per direction of Engineer in Charge
93.7
2922
273856.99
WT95 - Providing and laying Ductile Iron pipes of class conforming to IS 8329 2000 with latest amendments, conveying to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329 2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6Percent from the prices listed. For DI K7 pipes 100 mm dia pipe and complete the work with all lead and lift and as per direction of Engineer in Charge
708.78
2217
1571790.528
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