Karnataka Industrial Areas Development 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 Industrial Areas Development Board - KIADB Tender
Opening Date8 Oct 2021
Closing Date8 Nov 2021
Tender Amount₹ 18,08,14,730
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
IADB/ENGG/ETND-EP-24(3)/8224/2021-22Bid Award Id
ViewTender No
IADB/ENGG/ETND-EP-24(3)/8224/2021-22Tender Authority
Karnataka Industrial Areas Development Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Excavation for roadway in hard rock by mechanical means (blasting prohibited) including breaking rock, loading in tippers and disposing trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections complete with all lead and lift etc, as per specification and direction of Engineer in charge
6260.42
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2335136.66
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Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment / subgrade, scarified to a depth of 150mm, 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 / subgrade including HOM construction, labour etc. complete with all lead and lift etc, as per specification and direction of Engineer in charge
21684
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498732
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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 of Table 300-2 Which includes, watering charges & compaction by vibratory roller) complete with all lead and lift etc, as per specification and direction of Engineer in charge
15742.87
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1495572.65
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Construction of embankment with approved material Gravel / Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300-2, including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density. complete with all lead and lift etc, as per specification and direction of Engineer in charge
12292.32
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5089020.48
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Construction of sub-grade and earthen shoulders with approved material Gravel / Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2, including cost of earth, watering charges & compaction by vibratory roller to 97% of modified proctors density) complete with all lead and lift etc, as per specification and direction of Engineer in charge
7483.76
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3285370.64
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Construction of granular sub-base Grading-Vas Sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/ trap/basalt material, 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 98 % proctor density, complete with all lead and lift etc, as per specification and direction of Engineer in charge
4299.1
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8731472.1
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Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed materials by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete with all lead and lift etc, as per specification and direction of Engineer in charge
5326.75
-
11021045.75
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Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete with all lead and lift etc, as per specification and direction of Engineer in charge
21307
-
673514.27
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Providing and applying tack coat using 80/100 grade bitumen(VG10) on granular base such as WBM surfaces hot bitumen primed at 4 kg per 10 sqm, heating bitumen in boiler fitted with spray set (excluding cleaning of road surface) including cost of all materials, labour, HOM complete with all lead and lift etc, as per specification and direction of Engineer in charge
21307
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464492.6
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Providing and laying dense graded bituminous macadam using crushed aggregates of specified grading, premixed with VG30 grade bituminous binder and, transporting the hot mix to work site, laying to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects complete with all lead and lift etc, as per specification and direction of Engineer in charge 120 TPH capacity Asphalt batch mix plant with sensor paver Gr -II (50 mm to 75 mm) with 4.5 % VG-30 Bitumen.
1009.75
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7480187.61
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Providing and applying tack coat using 80/100 grade bitumen(VG10) on the prepared black topped surfaces at 2.5 kg per 10 sqm, heating bitumen in boiler fitted with spray set {excluding cleaning of road surface) including cost of all materials, labour, HOM complete with all lead and lift etc, as per specification and direction of Engineer in charge
20195
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260111.6
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Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects complete with all lead and lift etc, as per specification and direction of Engineer in charge 120 TPH capacity Asphalt batch mix plant with sensor paver Gr-11 (30 mm to 40 mm) with 5.4% VG-30 Bitumen
807.8
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6840854.3
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Retro-Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per lRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. 900 MM Equilateral triangle- TYPE XI complete with all lead and lift etc, as per specification and direction of Engineer in charge
15
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67335
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Direction and Place Identification Signs upto 0.9 sqm Size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. complete with all lead and lift etc, as per specification and direction of Engineer in charge
14
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136514
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Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface/ Concrete Surface: Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 standards specified. The finished surface to be level, uniform and free from streaks and holes complete with all lead and lift etc, as per specification and direction of Engineer in charge
1251
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569205
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Providing and laying Plain / Reinforced Cement Concrete of mix 1:2:4 with OPC@ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum in Open Foundation including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete with all lead and lift etc, as per specification and direction of Engineer in charge
1359.83
-
7836156.36
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Boundary Pillars :-Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting complete with all lead and lift etc, as per specification and direction of Engineer in charge
518
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253820
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Painting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. ("ii) English and Roman -Hyphen and the like not to be measured and paid for'' complete with all lead and lift etc, as per specification and direction of Engineer in charge
124320
-
87024
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Marking of Road Boundary, Plot Boundary and Outer Boundary of Industrial Layout using Total Station Equipment including mobilization of necessary men and machinary complete with all lead and lift etc, as per specification and direction of Engineer in charge
13
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182000
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Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year complete with all lead and lift etc, as per specification and direction of Engineer in charge
253
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265650
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Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete with all lead and lift etc, as per specification and direction of Engineer in charge
253
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455400
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Providing and laying reinforced cement concrete pipe 450mm dia NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing, including cost of materials, labour, HOM. complete with all lead and lift etc, as per specification and direction of Engineer in charge Double row for two utility service
1450
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3745350
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Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC at 300 kgs. with 20mm and down size granite metal coarse aggregates at 0.69 cum and fine aggregates at 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, HOM of machinery, curing etc., complete excluding cost of steel including cost of materials, labour, HOM. complete with all lead and lift etc, as per specification and direction of Engineer in charge Wall & bottom thickness 15cm
2410.29
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18404974.44
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Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 110 mm outer dia PVC pipe at 2kg/Sqm, fixing in position using addesive with necessary collar and clamp extending through the full width of the structure with slope of 1V :20H towards drawing force. as per drawing including cost of all materials glue, labour, transportation, lead, lift, loading etc unloading complete with all lead and lift etc, as per specification and direction of Engineer in charge
1081.36
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267095.92
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Providing T.M.T. steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete with all lead and lift etc, as per specification and direction of Engineer in charge TMT Bars Fe 500
512.37
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37975475.88
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Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 ems. in depth, compacting each deposited layer by ramming after watering with lead upto 50 m. and lift upto 1.5 m. including cost of all labour complete with all lead and lift etc, as per specification and direction of Engineer in charge
4625.24
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929673.24
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Earth work excavation in all kinds of soils for foundation of structures as per drawing and technical specifications, including setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM complete with all lead and lift etc, as per specification and direction of Engineer in charge (i) 0 m to 3m depth by mechanical means
3110.19
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155509.5
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Earth work excavation in all kinds of ordinary rock / soft rock not requiring blasting for foundation of bridges and allied works as per drawing and technical specifications, including setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM complete with all lead and lift etc, as per specification and direction of Engineer in charge (iv) 0 m to 3m depth by Mechanical means
6220.37
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373222.2
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Earth work excavation in hard rock without blasting for foundation of bridges and allied works as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM complete with all lead and lift etc, as per specification and direction of Engineer in charge i) 0 m to 3m depth by mechanical means
3110.19
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1464899.49
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Providing and laying Design mix M25 with OPC @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @31ts confirming to 189103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering - complete with all lead and lift etc, as per specification and direction of Engineer in charge i) Upto 5m height
2131.44
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13003062.86
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Providing and laying 25 mm thick mastic asphalt wearing course using crushed aggregates of specified grading as per the requirements given in table 500-41 and paving grade bitumen VG-40 as per clause 516.3.2, prepared by using mastic cooker with the aggregates of 0.020 cum per Sqm, filler as unslaked lime of 12.70 kg per Sqm and bitumen of VG-40 grade at 1 0.1 0 kg per Sqm for mix, and tack coat of VG-1 0 at 0.30 kg per Sqm,laid to required level and slope after cleaning the surface, including providing chicken mesh with antiskid surface, including cost of materials, labour, HOM all complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
395.46
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261003.6
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Providing and laying of Filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2500.4.2.2. 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 abutement, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification including cos tof materials, labour, HOM complete with all lead and lift etc, as per specification and direction of Engineer in charge
3053.88
-
5487822.36
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Providing and fixing in position 300 mm wide, 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 1 0 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing & Technical Specification complete with all lead and lift etc, as per specification and direction of Engineer in charge
46.8
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7254
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Earthwork in excavation for pipeline trenches upto 600mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100mm wherever necesary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the botton of trench to the extent required,, utilising the available excavated earth locally for the work etc. ( Depth upto 3m) in Ordinary / all soils/ Hard Soil complete with all lead and lift etc, as per specification and direction of Engineer in charge
935.25
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121582.5
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Earthwork in excavation for pipeline trenches upto 600mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100mm wherever necesary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the botton of trench to the extent required,, utilising the available excavated earth locally for the work etc. complete ( Depth upto 3m) in ordinary roack comprising of lime stone, sand stone, hard laterite, fissured rock, conglomerate or other soft or disintegrated rock which may be querried or split with crow bars. boulders which do not require blasting having max dia in any direction of more than 300mm; found lying loose on the surface or embedded in river bed, soil, talus, slope wash and terrace material of dissimilar origin. complete with all lead and lift etc, as per specification and direction of Engineer in charge
1870.5
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325467
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Earthwork in excavation for pipeline trenches upto 600mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100mm wherever necesary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the botton of trench to the extent required,, utilising the available excavated earth locally for the work etc. complete ( Depth upto 3m) in Hard rock- Any rock excavation by using mechanical plant complete with all lead and lift etc, as per specification and direction of Engineer in charge
935.25
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949278.75
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Providing Murrum/ Gravel bedding for the pipeline trenches including watering and consolidation by punners etc., (In Black cotton soil and rock reaches) complete with all lead and lift etc, as per specification and direction of Engineer in charge
762.3
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197435.7
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Supplying HDPE pipes confirming to IS 4984:2016 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding as per standard procedure and guidelines including encasing the pipe around to a depth of not less than 15cm with soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant ISS with all lead and lift including testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (contractor will make his own arrangement for procuring water for testing) upto 160mm dia pipe coils shall be used HDPE grade PE100 rates confirming to IS 4984-2016 PN 10.0 complete with all lead and lift etc, as per specification and direction of Engineer in charge
300
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236400
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Supplying HDPE pipes confirming to IS 4984:2016 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding as per standard procedure and guidelines including encasing the pipe around to a depth of not less than 15cm with soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant ISS with all lead and lift including testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (contractor will make his own arrangement for procuring water for testing) upto 110mm dia pipe coils shall be used HDPE grade PE100 rates confirming to IS 4984-2016 PN 10.0 complete with all lead and lift etc, as per specification and direction of Engineer in charge
3935
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1574000
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Supply conveying to worksite, loading, unloading, stacking and fixing of single chamber triple function tamper proof (Both the orifces to be housed in the single chamber) 50mm dia (PN-10) Air valves with body and cover in ductile cast iron of grade GGG 40/50. All internal parts such as float,shell etc., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskets and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves shall have drain plug of not less than 15mm nominal pipe thread complet with all lead and lifts. 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. complete with all lead and lift etc, as per specification and direction of Engineer in charge
10
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163640
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Supply and delivery to worksite, loading, unloading, stacking and fixing of resilient seated soft sealing Sluice Valves-80mm Dia with body, bonnet of Ductile iron of grade GGG 40/50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be vacum tight and 100% leak proof with face dimensions as per BS 5163-89/ IS 14846-2000 / DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS etc. complete with all lead and lifts complete with all lead and lift etc, as per specification and direction of Engineer in charge
2
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17104
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Supply and delivery to worksite, loading, unloading, stacking and fixing of resilient seated soft sealing Sluice Valves-100mm Dia with body, bonnet of Ductile iron of grade GGG 40/50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be vacum tight and 100% leak proof with face dimensions as per BS 5163-89/ IS 14846-2000 / DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS etc. complete with all lead and lifts complete with all lead and lift etc, as per specification and direction of Engineer in charge
12
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130056
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Supply and delivery to worksite, loading, unloading, stacking and fixing of resilient seated soft sealing Sluice Valves-150mm Dia with body, bonnet of Ductile iron of grade GGG 40/50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be vacum tight and 100% leak proof with face dimensions as per BS 5163-89/ IS 14846-2000 / DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS etc. complete with all lead and lifts complete with all lead and lift etc, as per specification and direction of Engineer in charge
4
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75860
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Refilling pipe line trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15cms, thickness wih Vibro Rollers including disposing off the surplus earth complete with all lead and lift etc, as per specification and direction of Engineer in charge
1954.72
-
201336.16
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Earthwork in excavation for foundations of structures by Mechanical Means as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, removal of slumps and other deleterious matter, dressing of sides and levelling the botton of trench to the extent required,, utilising the available excavated earth locally for the work etc. ( Depth upto 3m) in Ordinary /All Soils/ Hard Soil complete with all lead and lift etc, as per specification and direction of Engineer in charge
512.63
-
44598.81
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Providing and laying Design mix M20 with OPC @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with ' superplastisiser @3lts confirming to IS91 03-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering . complete with all lead and lift etc, as per specification and direction of Engineer in charge - i) Upto 5 m height
34.71
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205858.07
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Providing and laying vibrated M25 design mix for RCC work (Excluding cost of reinforcement) with 20 mm and down size of approved gradation hard broken granite, trap, basalt or with any other approved hard aggregate including weigh batch plant mixing and conveyance of all materials with all lead and lift laid in 15cms thick, layers well consolidated vibrating curing smooth finishing the exposed faces wherever necessary plywood/steel form work, centering etc., complete for Independent/ combined footing, raft, beams below ground level (minimum Cement @ 360 Kgs). with plastering and smooth finishing he exposd faces in CM 1:4, 12mm thick etc. complete for beams below ground level complete with all lead and lift etc, as per specification and direction of Engineer in charge
128.75
-
908640.25
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Providing and laying vibrated M30 design mix for RCC work (Excluding cost of reinforcement) with 20 mm and down size of approved gradation hard, broken granite, trap, basalt or any other approved hard aggregate with plastering and smooth finishing the exposed faces in C.M. 1:3 12mm thick including cost and conveyance of all materials with all lead & lifts. including weigh batch plant mixing, plywood/steel form work, centering, scaffolding, curing, as per designs etc., complete for columns, braces and ring beam above ground level (minimum Cement @ 400 Kgs). complete with all lead and lift etc, as per specification and direction of Engineer in charge
68.41
-
1185955.76
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Providing and laying vibrated M30 design mix for RCC work (excluding cost of reinforcement) with 20 mm and down size of approved gradation hard broken, granite, trap, basalt or any other approved hard aggregate including cost and conveyance of all materials with all lead & lift, plywood/steel form work, centering, scaffolding, plastering and smooth finishing the exposed faces in CM. 1:3 12 mm thick and CM plastering 1:3 proportion 20 mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality including weigh batch plant mixing, curing etc., and reservoir given satisfactory water proof testing as per directions, etc., complete, for conical shell portion, bottom dome/slab,side wall and ribs over the staging. (Contractor will make his own arrangements for procuring water for testing) (Cement @ 400 Kgs).Above 6m upto 9m Height for Slab complete with all lead and lift etc, as per specification and direction of Engineer in charge
35.63
-
691507.04
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Providing and laying vibrated M30 design mix for RCC work (excluding cost of reinforcement) with 20 mm and down size of approved gradation hard broken, granite, trap, basalt or any other approved hard aggregate including cost and conveyance of all materials with all lead & lift, plywood/steel form work, centering, scaffolding, plastering and smooth finishing the exposed faces in CM. 1:3 12 mm thick and CM plastering 1:3 proportion 20 mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality including weigh batch plant mixing, curing etc., and reservoir given satisfactory water proof testing as per directions, etc., complete, for conical shell portion, bottom dome/slab,side wall and ribs over the staging. (Contractor will make his own arrangements for procuring water for testing) (Cement @ 400 Kgs). Above 6m upto 9m Height for side wall complete with all lead and lift etc, as per specification and direction of Engineer in charge
24.15
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533618.4
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Providing and laying vibrated M30 design mix for RCC work (excluding cost of reinforcement) with 20 mm and down size of approved gradation hard broken granite, trap, basalt or any other approved hard aggregate including cost and conveyance of all materials with all lead and lifts above staging including weigh batch plant mixing, centering, plywood/steel form work,scaffolding, tamping, curing, cement mortar plastering 1:3 proportion 12 mm thick for both inside and outside surface etc., complete, for Top dome/Slab.(Cement @ 400 Kgs). Above 6m upto 9m Height complete with all lead and lift etc, as per specification and direction of Engineer in charge
24.16
-
544204
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Providing two coats of water proof cement painting of approved colour and shade over one coat of primer including scraping the surface with wire brushes etc., before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary complete with all lead and lift etc, as per specification and direction of Engineer in charge For Tanks above 6m upto 9m Staging
763.02
-
155656.08
... More
Providing and fixing food grade epoxy painting to over head tank and sump tank after cleaning and drying including pumping and bailing out of water, including cost of all materials labour complete with all lead and lift etc, as per specification and direction of Engineer in charge
807.04
-
80704
... More
Fabrication supplying and erecting M.S. tubular trusses of all spans as per approved drawing & design with prefabricated steel applications using quality material and are durable, reliable and corrosion and abrasion resistant. Welding shall confirm to latest structural welding code. Quality shall be on various parameters like shape, size, design gauge ar.d polish. The entire trusses is anchored in RCC column by using 4 nos of M.S. anchor bolts at each support with 10mm thick base plate and shoe plate. The work includes cutting, straightening, placing in position of M.S. pipes and welding wherever necessary and applying one coat of redoxide primer coat to all the members including cost of all materials, labour charges, and hire charges of machineries for cutting, welding, grinding and erection equipments, transportation, etc., complete with all lead and lift etc, as per specification and direction of Engineer in charge
585.14
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64365.4
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Fabricating, supplying & erecting M.S. Angular Truss for all spans as per approved designs and drawing. The entire truss is anchored suitably by using 4 Nos. of M.S. anchor bolts at each support, with base plate and shoe plate. The work includes cutting, straightening, placing in position of M.S angle and welding wherever necessary, and applying one coat of red oxide primer coat to all the members including cost of all materials, labour charges, & hire charges of machineries for cutting, welding, grinding & erection equipments, etc., complete with all lead and lift etc, as per specification and direction of Engineer in charge
1396.36
-
177337.72
... More
Providing and fixing RCC finial and ventilators as per approved design and specification with form work and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.50 Cms. Height to be covered with RCC panelling as per detailed drawing complete with all lead and lift etc, as per specification and direction of Engineer in charge For tanks above 2.5 lakhs liters & upto 5 Lakh litre capacity
1
-
5362.4
... More
Providing and fixing M.S inspection door of size 60 cms x 60 cms. Including M.S. frame , size 50 x 50 x 6 mm and shutters of 3mm thickness with hinges at top and locking arrangements, painting complete with all lead and lift etc, as per specification and direction of Engineer in charge
8
-
14544
... More
Supplying and fixing lightening arrestor of aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip is to be embeded in one of the columns in an independent GI conduit of 40mm dia pipe suitably jointed by collars with all specials complete with all lead and lift etc, as per specification and direction of Engineer in charge For Tanks above 6Mtr upto 9Mtr Staging
1
-
10880.8
... More
Supplying Ductile iron pipe of K9 class confirming to IS 8329:2000 with latest amendments and conveying to worksite, 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 and cuts of pipes wherever necessary including jointing of DI pipes and specials (excluding cost of specials) with rubber gaskets including cleaning the socket and spigot ends with soap solution and applying soft soap to the spigot and socket ends before insertion of rubber gaskets, jacking and fixing in perfect conditions including cost of soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS including cost of jointing materials. (contractor will make his own arrangements for procuring water for testing) complete with all lead and lift etc, as per specification and direction of Engineer in charge
175
-
181825
... More
Supply and fixing of DI double flanged wafer type (concentric)/ double eccentrically disc, butterfly valves confirming 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 galvanised Bolts an dnuts. 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 with the gear box sealed and lubricated or life time operation DI double flanged wafer type bufferfly valves PN 16 100mm dia complete with all lead and lift etc, as per specification and direction of Engineer in charge
6
-
72078
... More
Supplying & Fixing CI puddle flanges conforming to IS 7181-1986 with latest amendments, in position for R.C.C. walls including hoisting and conveying them to work spot complete with all lead and lift etc, as per specification and direction of Engineer in charge
6
-
19032
... More
Providing and fixing gauge with iron sheet of 3mm to 4mm thikness, 0.23mtr width with copper floates indicaters and flexible nylon wires, painting figures with approved enamelled paint Enamelled gauge plate complete with all lead and lift etc, as per specification and direction of Engineer in charge
1
-
5418.4
... More
Supplying and fixing 40mm dia GI medium duty pipes hand railing 3 rows fixed to 1:2:4 vibrated R.C.C. post of size 100x150mm at top and 150x150mm at bottom placed at 2m intervals for a height of 750mm including curing, painting, G.I. pipes with two coats of anticorrosive steel paint over a primer coat Rate/m is for 3rows of GI Pipes complete with all lead and lift etc, as per specification and direction of Engineer in charge
82
-
74702
... More
Earthwork in excavation for foundations of structures by Mechanical Means as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, removal of stumps and other deleterious matter, dressing of sides and levelling the botton of trench to the extent required,, utilising the available excavated earth locally for the work etc. ( Depth 3m to 4m) in Ordinary / All Soils/ Hard Soil complete with all lead and lift etc, as per specification and direction of Engineer in charge
59.28
-
5673.1
... More
Earthwork in excavation for foundations of structures by Mechanical Means as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, removal of stumps and other deleterious matter, dressing of sides and levelling the botton of trench to the extent required,, utilising the available excavated earth locally for the work etc. ( Depth 4m to 5m) in Ordinary / All Soils/ Hard Soil complete with all lead and lift etc, as per specification and direction of Engineer in charge
17.78
-
1856.23
... More
Earthwork in excavation for foundations of structures by Mechanical Means as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, removal of stumps and other deleterious matter, dressing of sides and levelling the botton of trench to the extent required,, utilising the available excavated earth locally for the work etc. ( Depth upto 3m) in Ordinary rock comprising of lime stone, sand stone, hard laterire, fissured rock, conglomerate or other soft or disintegrated rock which may be querried or split with crow bars. boulders which do not require blasting having max. dia in any direction of more than 300mm, found lying loose on the surface or embedded in river bed, soil, talus, slope wash and terrace material of dissimilar origin complete with all lead and lift etc, as per specification and direction of Engineer in charge
355.67
-
41257.72
... More
Earthwork in excavation for foundations of structures by Mechanical Means as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, removal of stumps and other deleterious matter, dressing of sides and levelling the botton of trench to the extent required,, utilising the available excavated earth locally for the work etc. ( Depth 3m to 4m) in Ordinary rock comprising of lime stone, sand stone, hard laterire, fissured rock, conglomerate or other soft or disintegrated rock which may be querried or split with crow bars. boulders which do not require blasting having max. dia in any direction of more than 300mm, found lying loose on the surface or embedded in river bed, soil, talus, slope wash and terrace material of dissimilar origin complete with all lead and lift etc, as per specification and direction of Engineer in charge
118.56
-
15128.26
... More
Earthwork in excavation for foundations of structures by Mechanical Means as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, removal of stumps and other deleterious matter, dressing of sides and levelling the botton of trench to the extent required,, utilising the available excavated earth locally for the work etc. ( Depth 4m to 5m) in Ordinary rock comprising of lime stone, sand stone, hard laterire, fissured rock, conglomerate or other soft or disintegrated rock which may be querried or split with crow bars. boulders which do not require blasting having max. dia in any direction of more than 300mm, found lying loose on the surface or embedded in river bed, soil, talus, slope wash and terrace material of dissimilar origin complete with all lead and lift etc, as per specification and direction of Engineer in charge
35.57
-
4951.34
... More
Earthwork in excavation for foundations of structures by Mechanical Means as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, removal of stumps and other deleterious matter, dressing of sides and levelling the botton of trench to the extent required,, utilising the available excavated earth locally for the work etc. ( Depth upto 3m) in Hard rock - Any rock excavation by using mechanical plant/ machinery .complete with all lead and lift etc, as per specification and direction of Engineer in charge
177.83
-
120390.91
... More
Earthwork in excavation for foundations of structures by Mechanical Means as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, removal of stumps and other deleterious matter, dressing of sides and levelling the botton of trench to the extent required,, utilising the available excavated earth locally for the work etc. ( Depth 3m to 4m) in Hard rock - Any rock excavation by using mechanical plant/ machinery complete with all lead and lift etc, as per specification and direction of Engineer in charge
59.28
-
44145.82
... More
Earthwork in excavation for foundations of structures by Mechanical Means as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, removal of stumps and other deleterious matter, dressing of sides and levelling the botton of trench to the extent required,, utilising the available excavated earth locally for the work etc. ( Depth 4m to 5m) in Hard rock - Any rock excavation by using mechanical plant/ machinery .complete with all lead and lift etc, as per specification and direction of Engineer in charge
17.78
-
14444.47
... More
Providing and laying vibrated M30 design mix for RCC works using 20mm and down size metal of approved gradation hard broken granite, trap, basalt or with any other approved hard broken granite, including weigh batch plant mixing cost and conveyance of all materials with all lead and lift. for RCC works in 15cms thick, layers well compacted curing, with necessary plywood / steel form work, centering etc., Plastering and smooth finishing to the expose faces in CM 1:4 proportion. 12mm thick etc., complete for main and secondary beams below & above floor level (Cement @ 400Kgs).complete with all lead and lift etc, as per specification and direction of Engineer in charge
4.58
-
33663
... More
Providing and laying vibrated M30 design mix for R.C.C. Works with 20 mm and down size of approved gradation hard broken granite, trap, basalt or any other approved hard aggregate, including, cost and conveyance of all materials with all lead & lift, including plywood/steel form work, centering, scaffolding, cement mortar, plastering in CM 1:3 proportion, 20mm. thick for inside with admixture of water proof compound of requisite proportion of approved quality including weigh batch plant mixing, curing, making construction joints wherever necessary and giving satisfactory water proof testing etc., complete (excluding cost of reinforcement) for vertical side walls, alround effluent channel baffels, etc. complete with outside form finishing (Cement @ 400 Kgs). complete with all lead and lift etc, as per specification and direction of Engineer in charge
61.44
-
825753.6
... More
Providing and laying Design mix M30 with OPC @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to JS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete with all lead and lift etc, as per specification and direction of Engineer in charge i) Upto 5m height
2.31
-
14315.99
... More
Providing and laying vibrated M30 design mix for RCC work with 20 mm and down size of approved gradation hard broken granite, basalt, trap or any other approved hard aggregate including cost and conveyance of all materials with all lead and lift including weigh batch plant mixing, centreing plywood / steel form work, scaffolding tamping, curing, cement mortar plastering in C.M. 1:3 proportion 12 mm. thick for inside surface etc., complete (excluding cost of reinforcement) for R.C.C. covering slab (Flat slab) (Cement @ 400 Kgs). complete with all lead and lift etc, as per specification and direction of Engineer in charge
28.72
-
370200.8
... More
Providing 20mm square M.S foot rest and fixing in manhole with M 10 cement concrete block of 20x20x1 Ocms, using 20mm and down size metal of size including cost of materials, labour charges, curing complete with all lead and lift etc, as per specification and direction of Engineer in charge
60
-
16560
... More
Supplying and fixing of Cast steel Double flanged Dual plate 100mm dia Check valve class 150 confirming to API 594 with latest amendments as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking etc., The rates are inclusive of cost of Bolts and Nuts complete with all lead and lift etc, as per specification and direction of Engineer in charge
3
-
14361
... More
Supply, delivery, installation, testing, commissioning of digital water level controller having photo sensor for avoiding switching the pump on at night, digital display of water level in the sump/tank, trigger for automatic operation of pumpset when the water level reaches low level, including fixing necessary stainless steel sensors, float level switch, probes, etc. The control cabling from panel to sump/tank, making connections from the level controller to the pump starter, necessary conduiting shall have to be done by qualified electrical contractor only. including 60m Distance for sensor cabling & Conduiting( Water level controller :Gelco / Maaru / Interlink) complete with all lead and lift etc, as per specification and direction of Engineer in charge
1
-
20400
... More
Providing & Fixing of 15HP Submersible pump of capacity as mentioned below. Fixing the pump, providing delivery piping with GI pipes with non return valve, control valve with necessary flanges, nuts, bolts, rubber insertions (Piping and valves will be measured and paid under respective items of works) etc.. supply & installation of necessary electrical connections with flat submersible cables from pump to control panel making power supply connection from mains to the pump control panel) shall be carried out by electrical contractor etc., complete.(Market rate) (Pump Make : Kirloskar / CRI / Grundfos) (Flow per pump-17lps, Delivery Pressure-36m, Control : Digital water level controller) complete with all lead and lift etc, as per specification and direction of Engineer in charge
3
-
159600
... More
Supplying 63mm dia HDPE pipes confirming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding as per standard procedure an dguidelines including encasing the pipe around to a depth not less than 15cm with soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant ISS with all lead and lift including testing and commissioning. The rate is exclusive of required specials and fittings etc,complete (contractor will make his own arrangement for procuring water for testing) upto 110mm dia pipe, coils shall be used HDPE grade PE100 rates confirming to IS 4984-2016 PN 10.0 complete with all lead and lift etc, as per specification and direction of Engineer in charge
2000
-
334000
... More
Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete). (a. 0-50 Mtrs.) complete with all lead and lift etc, as per specification and direction of Engineer in charge
250
-
86750
... More
Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete). (b. 50-100 Mtrs. ) complete with all lead and lift etc, as per specification and direction of Engineer in charge
250
-
110500
... More
Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete). (c. 100-150 Mtrs.) complete with all lead and lift etc, as per specification and direction of Engineer in charge
250
-
114000
... More
Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete). (d.150-200 Mtrs.) complete with all lead and lift etc, as per specification and direction of Engineer in charge
250
-
134000
... More
Geophysical Investigation of site for sinking Borewell Geophysical Investigation of site for sinking Borewell for supplying drinking water to the habitation either through a hand pump, Mini Water Supply scheme, or Piped Water Supply Scheme by vertical electrical sounding by adopting venner or Schlumberger's method, including reconnaissance survey of geological formation, geophysical investigation of existing ground water in the vicinity, its quality, quantity & acceptability of the users indicating the location of site, recommended depth of casing pipe required to seal the top unconsolidated formation incluing 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 instrument and accessories to work site, engaging technical personal and labour required etc., complete complete with all lead and lift etc, as per specification and direction of Engineer in charge and direction of Engineer in charge.
5
-
18840
... More
Yield testing of borewell at final depth with a minimum of 10 hours continuously with the help of pump testing unit including the cost of transportation charges, crew charges and cost of consumables etc. complete with all lead and lift etc, as per specification and direction of Engineer in charge
4
-
61616
... More
Earth work excavation in hard murrum, boulders hard katak including shoring, strutting barricding, danger lighting, bailing out water wherver necessary, with stacking the matrials as direted upto a etc., complete with all lead and lift etc, as per specification and direction of Engineer in charge
19.25
-
8085
... More
Earth work excavation in Soft Rock including shoring, strutting, barricding, danger lighting, bailing out water wherver necessary, with stacking the materials as direted etc., complete with all lead and lift etc, as per specification and direction of Engineer in charge
38.5
-
36151.5
... More
Earth work excavation in Hard Rock requiring blasting including shoring, strutting, barricding, danger lighting, bailing out water wherver necessary, with stacking the matrials as direted etc., complete with all lead and lift etc, as per specification and direction of Engineer in charge
19.25
-
29009.75
... More
Supplying and erection of R.C.C Rings for well steining of 0.3m depth using M-20 grade cement concrete using clean graded granite or trap or jelly of approved quality 20mm and down size well compated includig centering, form work and plastering for both faces with C.M.1:3 proportion as per design using 6.5mm M.S. Coil at the rate of 10 Kgs/ring including cost of steel and fabrication bailling out of water, errection etc., complete with all lead and lift etc, as per specification and direction of Engineer in charge
100
-
161400
... More
Providing of stone aggregate of below mentioned sizes.-40mm nominal size complete with all lead and lift etc, as per specification and direction of Engineer in charge
12.72
-
16650.48
... More
Providing of stone aggregate of below mentioned sizes.-20mm nominal size complete with all lead and lift etc, as per specification and direction of Engineer in charge
12.72
-
19130.88
... More
Providing course sand bedding for the pipeline trenches including watering & consolidation by punners etc., (In Black cotton soil & rock reaches). complete with all lead and lift etc, as per specification and direction of Engineer in charge
12.72
-
21534.96
... More
Labour charges for Mason class I 3cum per day per mason for Zone-II complete with all lead and lift etc, as per specification and direction of Engineer in charge
12.72
-
5802.86
... More
Providing and laying plain / Reinforcement Cement Concrete M20 with OPC@ 320 kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplasticizer @3lts confirming to IS91 03-1999 Reaffirmed-2008 in Open Foundation complete as per Drawing and Technical Specifications. including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete with all lead and lift etc, as per specification and direction of Engineer in charge
0.85
-
4742.83
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