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 Works
Opening Date10 Mar 2021
Closing Date23 Mar 2021
Tender Amount₹ 48,98,01,013
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
IADB/ENGG/ETND-EP-44(2)/12013/2020-21Bid Award Id
ViewTender No
IADB/ENGG/ETND-EP-44(2)/12013/2020-21Tender Authority
Karnataka Industrial Areas Development Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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BOQ Items
KSRRB M300-16.1. Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal and 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 as per the direction of the Engineer in Charge
3337.02
-
1244708.46
KSRRB M300-59.2. Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment / subgrade, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment/ subgrade including HOM construction, lobour etc., Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
75500
-
1736500
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. which includes , watering charges & compaction by vibratory roller) Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
17018.8
-
1616786
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 including cost of gravel/murram, watering charges & compaction by vibratory roller to 95% of modified proctors density. Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
19971.85
-
6490851.25
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 including cost of earth, watering charges & compaction by vibratory roller to 97% of modified proctor's density. Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
30064.5
-
10492510.5
Construction of granular sub-base Grading-V as sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/trap/basalt materials, 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 as per the direction of the Engineer in Charge
15402
-
28986564
KSRRB M400-17. Providing, laying, spreading and compacting cushed stones 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 as per the direction of the Engineer in Charge
14280
-
26960640
KSRRB M500-6. Providing and applying primer coat with S.S.bitumen emulsion on prepared surface of granular base such as WMM including clearing 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 as per the direction of the Engineer in Charge
56100
-
1795200
KSRBB 500-9. 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 as per the direction of the Engineer in Charge
56100
-
1122000
KSRRB 500-17. 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 tandom rollers to achive the desired compaction in all respects complete as per specifications and direction of Engineer-in-charge. do- using 120 TPH capacity Asphalt batch mix plant with Sensor paver Gr-II (50mm to 75mm) with 4.5 % VG 30 Bitumen Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
4207.5
-
29704950
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 with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
56100
-
673200
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 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 and direction of Engineer-in-charge. do- using 120 TPH capacity Asphalt batch mix plant Gr-II (30mm to 40mm) with 5.4 % VG -30 Bitumen Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
2244
-
18302064
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 standrds 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 as per the direction of the Engineer in Charge
4284
-
1837836
KSRRB M1200-48.1. Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M-20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb lying machine, foundation concrete laid manually, including cost of all materials, labour, HOM, from works, scaffolding & centering Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge A. Using concrete mixer.
10000
-
3460000
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 with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
368.5
-
64487.5
KSRRB M800-6. Painting two coats on New Concrete Surface:-Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
3350
-
274700
KSRRB M300-14: Excavation for roadwork in all types of soil by mechanical means including cutting and loading to tippers, trimming bottom and side slopes, in accordance with requirments of lines, grades and cross sections, and transportation Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
191.25
-
7841.25
Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing including cost of all materials, labour, HOM Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge 300mm. dia
480
-
736320
KSRB 2-4 : Refilling available earth around pipe lines, cables in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering with lead upto 50m. and lift upto 1.5 m. including cost of all labour Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
282.96
-
34238.16
RCC Side Drains: KSRRB M300-14. Excavation of road works in all types of soil by mechanical means including cutting and loading to tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transportation Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
33787.5
-
1385287.5
KSRRB M300-15. Excavation for roadway in ordinary rock by mechanical means including cutting and loading to tippers, transporting with a lead of 1.00km and trimming bottom and side slopes in accodance with requirements of lines, grades and cross sections Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
3975
-
222600
KSRRB M300-16.1.Excavation for road way in Hard Rock by mechanical means (blasting prohibited ) including breaking rock, loading in tipper and disposing with all lead and lift trimmimg 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 as per the direction of the Engineer in Charge
1987.5
-
741337.5
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 @0.84 cum and fine aggregates @ 0.56cum, in open foundation including cost of all materials, labor, 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 as per the direction of the Engineer in Charge
3300
-
17718459
Providing and laying Plain /Reinforced Cement Concrete for side drains using M20 nominal mix concrete with OPC @ 300kgs, with 20mm and down size granite metal coarse aggregates @ 0.69cum and fine aggregates @ 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 as per the direction of the Engineer in Charge -do-Wall & bottom thickness 15cm
10250
-
71778597.5
KSRRB M2200-6. Provoding T.M.T steel reinforcement for RCC 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 with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge- TMT Bars Fe 500
871.25
-
64391787.4
Providing Weep Holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 110 mm outer dia PVC pipe @ 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 as per the direction of the Engineer in Charge
1025
-
253175
KSRB 2.3 : Filling available excavated earth (Excluding rock ) in sides of foundation upto plinth in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering with lead upto 50m. and lift upto 1.5 m. including cost of all labour Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
9000
-
1809000
Storm Water Drain: 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 with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge (i) 0m to 3m depth by mechanical means.
29974.4
-
1498720
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 with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge (iv) 0 m to 3m depth by Mechanical means
3526.4
-
211584
KSRRB M2100-4.2. Earth work excavation in Hard Rock without Blasting for foundation of bridge 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 material, labour, HOM, Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge (i) 0m to 3mDepth by Mechanical means.
1763.2
-
830467.2
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 @0.84 cum and fine aggregates @ 0.56cum, in open foundation including cost of all materials, labor, 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 as per the direction of the Engineer in Charge
836
-
4488676.28
KSRRB M2200-5.12. Providig and laying Design mix M25 with OPC @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centring Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge -i)Upto 5m height
5286.75
-
30124747.38
KSRRB M2200-6. Provoding T.M.T steel reinforcement for RCC 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 with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge - TMT Bars Fe 500
660.84
-
48840939.78
Providing Weep Holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 110 mm outer dia PVC pipe @ 2kg/Sqm, fixing in position using addesive with necessary collar an 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 as per the direction of the Engineer in Charge
1520
-
375440
KSRRB M2200-9. Providing and laying of filter media with granular material / Stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment complete as per drawing and technical specification including cost of materials , labour, HOM Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
5700
-
11918700
KSRB 2.3 : Filling available excavated earth (Excluding rock ) in sides of foundation upto plinth in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering. including cost of all labour Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
15428
-
3101028
Box Culvert: 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, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge (i) 0m to 3mDepth by Mechanical means.
837.53
-
41876.5
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 with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge (iv) 0 m to 3m depth by Mechanical means
98.53
-
5911.8
KSRRB M2100-4.2. Earth work excavation in Hard Rock without Blasting for foundation of bridge 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 material, labour, HOM, Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge (i) 0m to 3mDepth by Mechanical means.
49.27
-
23206.17
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 @0.84 cum and fine aggregates @ 0.56cum, in open foundation including cost of all materials, labor, 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 as per the direction of the Engineer in Charge
64.26
-
345026.72
KSRRB M2200-5.12. Providig and laying Design mix M25 with OPC @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 including cost of materials, labor, HOM curing, form works, scaffolding and centring Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge -i)Upto 5m height
343.67
-
1958286.65
KSRRB M2200-6. Provoding T.M.T steel reinforcement for RCC 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 specifications and direction of Engineer-in-charge. - TMT Bars Fe 500
42.96
-
3175060.19
Providing Weep Holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 110 mm outer dia PVC pipe @ 2kg/Sqm, fixing position using addesive with necessary collar an 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 as per the direction of the Engineer in Charge
151.2
-
37346.4
KSRRB M500-41.Providing and laying 25mm 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 grade at 10.10 kg per Sqm for mix, and tack coating of VG-10 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 with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
378
-
279342
KSRRB M2200-9. Providing and laying of filter media with granular material / Stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment complete as per drawing and technical specification including cost of materials , labour, HOM Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
302.4
-
632318.4
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 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing & Technical Specifications. Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
504
-
78120
KSRB 2.3 : Filling available excavated earth (Excluding rock ) in sides of foundation upto plinth in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering. including cost of all labour Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
257.04
-
51665.04
HDPE Water Supply Distribution Pipe Lines: 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 and boning rods at every 100 mm. wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to extent required, utilising the available excavated earth locally for the work etc., Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge (depth upto 3m) (a) -do- Ordinary / all soils/ hard soil
7650
-
994500
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 and boning rods at every 100 mm. wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to extent required, utilising the available excavated earth locally for the work etc., Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge (depth upto 3m) (b) Ordinary rock comprising of lime stone, sand stone, hard latterite, fissured rock, conglomerete or other soft are disintegrated rock which may be quierried or split with crow bars. Boulders which do not requre blasting having max dia in any direction of more than 300 mm : found lying loose on the surface or embedded in river bed , soil, talus, slope wash and terrace material of dissimiler origin.
900
-
156600
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 and boning rods at every 100 mm. wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to extent required, utilising the available excavated earth locally for the work etc., Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge (depth upto 3m) (C) In Hard rock excavation by using mechanical plant / machinery
450
-
456750
Providing Murrum/Gravel bedding for the pipeline trenches including watering and consolidation by punners etc., Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge (In Black cotton soil and rock reaches).
1500
-
388500
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 aaround to a depth not less than 15cms with soft gravel or selected earth available from excation etc., complete giving hydraulic test as per relevent ISS including testing and commissioning. The rate is exclusive of required specials and fittings etc., Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge (contractor will make his own arrangement for procuring water for testing) Upto 110 mm dia, pipe Coils shall be used. (1)HDPE Grade - PE80 conforming to IS 4984-2016. Outerdia of Pipe 110mm dia ;clause PN-8.0
10000
-
3950000
Supplying and fixing of single chamber triple function tamper proof (both the orifices to be housed in the single chamber ) air valves with body and cover in ductile cast iron of grade GGG 50 . All internal parts such as float, shell etc , all cover bolts of austenitic alloy/ SS 304 steel, DN 50 float pof HOSTAFLON/SS 304 and gaskers and seals of EPDM. epoxy powder coating (EP-P) inside and outside colour blue RAL5005. the wall should be designed for all three functions i.e., 1. Large orifice for venting og large air volumes on start up. 2. Large orifice for intake of large air volumes 3. Small orifice for dischartge of pressurized air during operation. PN10-100mm dia Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
3
-
92016
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 valve should be of vaccume tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/DIN 3202 F4/F5, the stem steeling should be with toroidal sealing rings (minimum 2 'O'rings ). All the valves should be with electostatic powder coating both inside and outside with pocketless body passage . The valve shall be supplied with suitable size galvaniced bolts and nuts of required numbers as per relevant IS. PN10-200mm dia. Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
3
-
90246
Earthwork in excavation for foundations of structures by mechanical means as per drawing and technical specifications, including setting out , construction of shoring, strutting, barricading, danger lighting, bracing, removal of slumps and other deleterious matter , dressing of sides and leveling the bottom of trench to the extent required, utilizing the available excavated earth locally for the work etc , (depth upto 3m). a) -do- in ordinary/ all soils/ hard soil. Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
13.77
-
1197.99
KSRRB M2100-13. Providing and laying Plain/Reinforced Cement Concrete of mix 1:2:4 with OPC@ 240 kgs,with 40mm down size graded granite metel coarse aggregate @0.84cum and fine aggregates @0.56cum in Open foundation including cost of all materials, labour, HOM of curing ,form works, scaffolding and centring. Complete as per Drawing and Technical Specifications. Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
0.77
-
4134.31
Providing and laying Plain /Reinforcement Cement Concrete for side drains using M20 nominal mix concrete with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @ 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, cost of materials, labour, 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 as per the direction of the Engineer in Charge
4.12
-
28851.49
KSRRB M2200-6. Provoding T.M.T steel reinforcement for RCC work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoiningmembers wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge - TMT Bars Fe 500
0.33
-
24324.09
Refilling pipeline trenches and foundation with selected available earth from trnch excavation and foundation including watering, consolidation in layers of 15cms, thickness including disposing off the surplus earth with all lead and lift. Complete with all lead and lift etc, as per specification and as per the direction of the Engineer in Charge
6757.34
-
696006.02
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