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
Civil And Construction
Road Construction
Civil Works
Opening Date4 Jan 2022
Closing Date31 Jan 2022
Tender Amount₹ 48,17,30,898
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
IADB/ENGG/ETND-EP-31(2)/12717/2021-22Bid Award Id
ViewTender No
IADB/ENGG/ETND-EP-31(2)/12717/2021-22Tender 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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KSRRB M300-16.1. Excavation for roadway in hard rock by mechanical means (blasting prohibited) including breaking rock, loading in tippers and disposing with all lead and lifts trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections complete as per specifications. MORTH Specification No. 301 (PW,P& IWTD SR 2018-19, Pg No 144, Item No.19.16) complete with all lead and lift etc, as per specification and direction of Engineer in charge
58871.92
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23057187.47
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KSRRB M300-54.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 complete asper specifications. Which includes, watering charges & compaction by vibratory roller) complete with all lead and lift etc, as per specification and direction of Engineer in charge
12441.2
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1241009.7
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KSRRB M300-53. 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 complete as per specifications, 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
62876.3
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30039152.33
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KSRRB M300-55. 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 complete as per specifications, 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
58614.36
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29480092.36
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KSRRB M400-18. Construction of Median and island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per Clause 400.7 complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
3326.64
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611270.1
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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 by mix in place method by rotavator at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98 % proctor density, complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
18787.2
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34521480
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KSRRB M400-17. 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 as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
17337
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33240230.1
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KSRRB M500-6. 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 as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
69348
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2475723.6
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KSRRB M500-17. 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 as per specifications. Clause 505 of MORTH V revision 120 TPH capacity Asphalt batch mix plant with sensor paver Gr -II (50 mm to 75 mm) with 4.5 % VG-30 Bitumen complete with all lead and lift etc, as per specification and direction of Engineer in charge
4977
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39428142.39
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KSRRB 500-7. 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 as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
66360
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946293.6
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KSRRB M500-19. 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 as per specifications. Clause 507 of MORTH V revision 120 TPH capacity Asphalt batch mix plant with sensor paver Gr-11 (30 mm to 40 mm) with 5.4% VG-30 Bitumen complete with all lead and lift etc, as per specification and direction of Engineer in charge
2654.4
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24273054.62
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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
20
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72786
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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
18
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129975.3
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KSRRB M1200--49.2. Cast-in-Situ Cement Concrete M 20 Kerb with Channel. Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M1 0 grade foundation 150 mm thick, kerb channel laid with kerb laying machine, foundation concrete laid manually, including cost of all materials, labour, HOM, form works, scaffolding & centering complete as per specifications. all complete as per Clause 400.8 complete as per specifications. B. Using Concrete Batching and Mixing Plant complete with all lead and lift etc, as per specification and direction of Engineer in charge
9960
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6017832
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KSRRB 800-1. Painting two coats after filling the surface with synthetic enamel paint in approved shades on new plastered concrete surfaces, with materials, labour complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
5379
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451836
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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 as per specifications. Specifications. No. KSRB 1000, 2300 complete with all lead and lift etc, as per specification and direction of Engineer in charge
5555
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15060160.5
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KSRRB M800-13.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 as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
3735
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1682430.75
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KSRRB 300-2. Earthwork excavation by manual means for roads, drains & similar works in Hard soil excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking of clods complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
733.71
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137900.79
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KSRRB M2100-13. 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 as per specifications complete as per Drawing and Technical Specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
1848.13
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10529739.16
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KSRRB M800-16. 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 as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
1444
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720195
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KSRRB M800-10. 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
211680
-
156643.2
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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 as per the instruction of Engineers in-Charge complete with all lead and lift etc, as per specification and direction of Engineer in charge
37
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518000
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KSRRB M300-8 .1. Planting and Maintaining of Flowering Plants and Shrubs - A) Planting flowering plants and shrubs in central verge complete with all lead and lift etc, as per specification and direction of Engineer in charge
4980
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240534
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KSRRB M300-8.2. Planting and Maintaining of Flowering Plants and Shrubs - B) Maintenance of flowering plants and shrubs in central verge for one year complete with all lead and lift etc, as per specification and direction of Engineer in charge
4.98
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1143807.15
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KSRRB M300-9. Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
1710
-
1885275
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KSRRB M300-19. 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 in all respects, complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
1710
-
3240877.5
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KSRRB MS00-35. Supply and lnstalltion of Moulded Shank Raised Pavement Markers made of polycarbonate and ABS(Acrylonitrile Butadiene Styrene) moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the lightentering the lens face and shall support a load of 16000 kg tested in accordance to Specifications of Category A of MORTH Circular No RW/ NH/33023/10-97-DO Ill Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 mm and height not less than 30 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. complete with all lead and lift etc, as per specification and direction of Engineer in charge
3330
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1010488.5
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KSRRB 300-6. Excavation in soft rock / ordinary rock without blasting for formation of roads including stacking neatly, to uniform line and level with an initial lead upto 15m. including cost of all labour, equipments, complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
2776.24
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3500977.45
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KSRRB 300-8. Excavation in hard rock by chiselling and / or wedgingwhere blasting is prohibited for formation of roads including stacking to uniform line and level including cost of all labour complete as per specifications. (with all lead and lift) complete with all lead and lift etc, as per specification and direction of Engineer in charge
1896.24
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3609777.28
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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 as per MORTH specification No. 1500, 1700, 2200. including cost of materials, labour, HOM complete as per specifications Wall & bottom thickness 15cm complete with all lead and lift etc, as per specification and direction of Engineer in charge
3994.83
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30272222.52
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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 complete with all lead and lift etc, as per specification and direction of Engineer in charge
1334.49
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329619.03
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KSRRB M2200-6. 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 design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. TMT Bars Fe 500 complete with all lead and lift etc, as per specification and direction of Engineer in charge
531.82
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45507927.81
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KSRB 2.3: 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 as per specifications. Specification. complete with all lead and lift etc, as per specification and direction of Engineer in charge
8524.4
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1799074.62
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KSRRB M2100-2.1. 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 as per specifications. (i) 0 m to 3m depth by mechanical means complete with all lead and lift etc, as per specification and direction of Engineer in charge
480.61
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25232.02
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KSRRB M2100-1.1. Earth work in excavation for foundation of structures 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 backfilling with approved material complete as per specifications I. Ordinary soil - A . Manual Means (i) Depth upto 3m complete with all lead and lift etc, as per specification and direction of Engineer in charge
115.91
-
23732.57
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KSRRB M2100-3.2. 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 as per specifications. (iv) 0 m to 3m depth by Mechanical means complete with all lead and lift etc, as per specification and direction of Engineer in charge
2054.19
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129413.97
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"KSRRB M2100-3.1. 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 as per specifications. (i) 0 m to 3 m depth by manual means complete with all lead and lift etc, as per specification and direction of Engineer in charge
437.26
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128095.32
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KSRRB M2100-4.2. 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 as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
2271.26
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1123251.63
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KSRRB M2200-5.12. 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 1S 9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications - i) Upto 5m height complete with all lead and lift etc, as per specification and direction of Engineer in charge
2041.89
-
12242580.29
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KSRRB M2300-16. Providing and laying Cement concrete wearing coat with OPC cement design mix M30 @ 360 kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes@ 0.46cum, and reinforcement at 75 kg/cum with superplastisiser @31ts confirming to IS9103-1999 Reaffirmed-2008 including cost of reinforcement complete as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
80.81
-
988457.41
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KSRRB M2200-9. 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 as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
768.02
-
1686226.31
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KSRRB M2600-4. (iii) 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
348.8
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56767.2
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KSRB 15-15.1 : Providing and applying painting In two coats with plastic emulsion paint of approved brand on wall surface to give an even approved shade after thoroughly brushing the surface, free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications. with primer complete with all lead and lift etc, as per specification and direction of Engineer in charge
393.14
-
37151.73
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KSRRB M2100-2.1. 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 as per specifications. (i) 3 m to 6m depth by mechanical means complete with all lead and lift etc, as per specification and direction of Engineer in charge
116.28
-
6959.36
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KSRRB M2100-3.2. 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 as per specifications. (v) 3 m to 6m depth by Mechanical means complete with all lead and lift etc, as per specification and direction of Engineer in charge
232.56
-
16848.97
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KSRRB M2100-4.2. 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 as per specifications. 4 ii) 3 m to 6m depth by mechanical means complete with all lead and lift etc, as per specification and direction of Engineer in charge
813.96
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470916.56
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"KSRRB M2100-2.3. Earth work in excavation for foundation of structures such as culverts, bridges etc., as perdrawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. B. Mechanical Means (iii) Depth above 6 m complete with all lead and lift etc, as per specification and direction of Engineer in charge
178.3
-
13666.7
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KSRRB M2100-3.2. 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 as per specifications. (vi) above 6m depth by Mechanical means complete with all lead and lift etc, as per specification and direction of Engineer in charge
356.59
-
30702.4
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KSRRB M2100-4.2. 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 as per specifications. iii) above 6m depth by mechanical means complete with all lead and lift etc, as per specification and direction of Engineer in charge
1248.07
-
826908.78
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KSRRB M2200-5.15. 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 as per specifications. - i) Upto 5m height, complete with all lead and lift etc, as per specification and direction of Engineer in charge
687.52
-
4198402.76
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KSRRB M2300-7.2. Providing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. RCC / PSC with OPC design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregates @ 0.45cum, with superplastisiser @3lts confirming to IS91 03-1999 Reaffirmed-2008, including cost of materials, labour, HOM, curing, form works, scaffolding and centering complete as per specifications. (Height upto 5m). For Superstructure complete with all lead and lift etc, as per specification and direction of Engineer in charge
585.43
-
4516949.56
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KSRRB M2300-14. 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 design (laps, hooks and wastage shall not be measured and paid) including cost of materials, labour, HOM complete as per specifications. Fe 500 For Superstructure complete with all lead and lift etc, as per specification and direction of Engineer in charge
104.45
-
9109990.08
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KSRRB M2700-6. PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification complete as per specifications complete with all lead and lift etc, as per specification and direction of Engineer in charge
27.51
-
166386.26
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KSRRB M2700-7. Reinforced cement concrete M30 approach slab including reinforcement@ 70 kg/cum and formwork complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
55.02
-
649343.84
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KSRRB M2300-16. Providing and laying Cement concrete wearing coat with OPC cement design mix M30 @ 360 kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes@ 0.46cum, and reinforcement at 75 kg/cum with superplastisiser @31ts confirming to IS91 03-1999 Reaffirmed-2008 including cost of reinforcement complete as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
76.23
-
932435.45
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KSRRB M800-23.1. Metal Beam Crash Barrier:-Providing and erecting a “W” metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 800.10 complete as per specifications excluding cost of earth work excavation and PCC for fixing. A. Type - A, “W” complete with all lead and lift etc, as per specification and direction of Engineer in charge
32.8
-
67467.96
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KSRRB M2200-13. Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 {Part- 11) section IX and clause 2000.5 of MORTH specifications complete including all accessories as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
160000
-
100800
... More
KSRRB M2700-5. Drainage Spouts using 100mm class 'B' Gl pipe as per drawing and Technical specification including clamps and nuts etc., including cost of materials, labour, HOM complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
12
-
19555.2
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KSRRB M2700-2. Construction of precast RCC railing of M-30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including cost of materials, labour, HOM complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
96.48
-
180523.73
... More
KSRRB M2600-8. Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed Into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm including cost of materials, labour, HOM complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
20.92
-
365096.89
... More
KSRRB M2200-9. 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 as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
167.51
-
367776.58
... More
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) complete with all lead and lift etc, as per specification and direction of Engineer in charge
283.29
-
38669.09
... More
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 Soft/ ordinary rock 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
1699.74
-
310542.5
... More
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/machinery complete with all lead and lift etc, as per specification and direction of Engineer in charge
849.87
-
905748.95
... More
Earthwork in excavation by manual means for pipeline trenches (except building Works) including depositing on bank all lead inclduing shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres, wherever necessary as directed in the following strata. In all soils mixed with boulders upto 30cms size and exclusive of disintegrated rock a) 0 to 2Mtr depth complete with all lead and lift etc, as per specification and direction of Engineer in charge
121.41
-
33399.89
... More
Earthwork in excavation by manual means for pipeline trenches (except building Works) including depositing on bank all lead inclduing shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres, wherever necessary as directed in the following strata. In disintegrated rock, soft rock, soft shale, medium hard rock comprising of Lime stone, sand stone, hard shale, schiest, fissured rock without resoting to blasting a) 0 to 2Mtr depth complete with all lead and lift etc, as per specification and direction of Engineer in charge
728.46
-
452810.74
... More
Earthwork in excavation by manual means for pipeline trenches (except building Works) including depositing on bank all lead inclduing shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres, wherever necessary as directed in the following strata. In hard rock by chistelling a) 0 to 2Mtr depth complete with all lead and lift etc, as per specification and direction of Engineer in charge
364.23
-
912122.98
... More
Providing Murrum/ Gravel bedding for the pipeline trenches including watering and consolidation by punners etc., complete with all lead and lift (In Black cotton soil and rock reaches) complete with all lead and lift etc, as per specification and direction of Engineer in charge
1214.1
-
330174.49
... More
Supplying 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 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, 315mm dia pipes complete with all lead and lift etc, as per specification and direction of Engineer in charge
305
-
869021.25
... More
Supplying 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 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, 200mm dia pipes complete with all lead and lift etc, as per specification and direction of Engineer in charge
3120
-
3773328
... More
Supplying 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 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 , 110mm dia pipes complete with all lead and lift etc, as per specification and direction of Engineer in charge
3320
-
1339122
... More
Providing and laying reinforced cement concrete pipe NP2 for culverts including pointing ends, and fixing collars with cement mortar 1 :2 including cost of materials, labour, HOM complete as per specifications, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 250mm dia pipe complete with all lead and lift etc, as per specification and direction of Engineer in charge
140
-
77616
... More
Providing and laying reinforced cement concrete pipe NP2 for culverts including pointing ends, and fixing collars with cement mortar 1 :2 including cost of materials, labour, HOM complete as per specifications, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 450mm dia pipe complete with all lead and lift etc, as per specification and direction of Engineer in charge
117.5
-
177536.62
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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
3
-
49126.05
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Supply and delivery of resilient seated soft sealing Sluice Valves with body, bonnet of Ductile iron of grade GGG50, 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 & lifts.PN 10Sluice valve-100mm dia complete with all lead and lift etc, as per specification and direction of Engineer in charge
4
-
43405.4
... More
Supply and delivery of resilient seated soft sealing Sluice Valves with body, bonnet of Ductile iron of grade GGG50, 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 & lifts. PN 10Sluice valve-200mm dia complete with all lead and lift etc, as per specification and direction of Engineer in charge
1
-
30105.3
... More
Supply and delivery of resilient seated soft sealing Sluice Valves with body, bonnet of Ductile iron of grade GGG50, 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 & lifts. PN 10Sluice valve-300mm dia complete with all lead and lift etc, as per specification and direction of Engineer in charge
2
-
127742.1
... More
Refilling pipe line trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms, thickness wih Vibro Rollers including disposing off the surplus earth with all lead and lift complete with all lead and lift etc, as per specification and direction of Engineer in charge
1232.82
-
133329.48
... 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 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. complete ( 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
4.2
-
383.67
... 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 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. complete ( Depth upto 3m) in Soft/ ordinary rock 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 hte surface or embeded 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
25.19
-
3068.14
... 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 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. complete ( Depth upto 3m) in Hard rock- any rock excavation by using mechnical plant/ machinery complete with all lead and lift etc, as per specification and direction of Engineer in charge
12.6
-
8956.71
... More
KSRRB M2200-5.9. 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 as per specifications. - i) Upto 5 m height. complete with all lead and lift etc, as per specification and direction of Engineer in charge
13.35
-
77749.47
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