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
Civil Works
Opening Date27 Jan 2021
Closing Date12 Feb 2021
Tender Amount₹ 29,96,16,785
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
IADB/ENGG/ETND-EP-42(3)/11229/2020-21Bid Award Id
ViewTender No
IADB/ENGG/ETND-EP-42(3)/11229/2020-21Tender 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 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
9818.02
-
3662121.46
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 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. cComplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
48469
-
1114787
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 as per directed by the Engineer in Charge
40711.98
-
3867638.1
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 as per directed by the Engineer in Charge
21075.94
-
11886830.16
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 as per directed by the Engineer in Charge
19492.18
-
11461401.84
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 Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
953.8
-
166915
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 OMC, preading 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 directed by the Engineer in Charge
8787.1
-
15851928.4
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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
9850.5
-
18489388.5
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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
37552
-
1276768
KSRRB 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 directed by the Engineer in Charge
37552
-
828397.12
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 using 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 as per directed by the Engineer in Charge
2437.88
-
17855496.32
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 directed by the Engineer in Charge
35235
-
437266.35
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 using capacity Asphalt batch mix plant with sensor paverGr-11 (30 mm to 40 mm) with 5.4% VG-30 Bitumen Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
1409.4
-
11807854.54
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 as per directed by the Engineer in Charge
10
-
34690
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 as per directed by the Engineer in Charge
9
-
61920
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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
2151
-
922779
KSRRB M1200-49.2. Cast-in-Situ Cement Concrete M20 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 . B. Using Concrete Batching and Mixing Plant Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
3700
-
2102377
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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
1924
-
153920
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 requirements of lines, grades and cross sections, and transportation with a lead of 1. 00 km Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
36.75
-
1506.75
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 Drawing and Technical Specifications. Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
36.75
-
192518.55
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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
196
-
93296
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 as per directed by the Engineer in Charge
47040
-
32928
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 as per directed by the Engineer in Charge
5
-
70000
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 as per directed by the Engineer in Charge
2600
-
6715800
DRAIN:- 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 requirements of lines, grades and cross sections, and transportation Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
2801.44
-
114859.04
KSRRB M300-15. Excavation for roadway in ordinary rock by mechanical means including cutting and loading to tippers, transporting 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 directed by the Engineer in Charge
9805.03
-
549081.68
KSRRB M300-16.1. 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 as per directed by the Engineer in Charge
1400.72
-
522468.56
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 Drawing and Technical Specifications. Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
757.15
-
3966405.99
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 Wall & bottom thickness 15cm Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
2798.25
-
19775232.75
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 as per directed by the Engineer in Charge
553
-
136591
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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
217.06
-
14437300.93
KSRB 2.3: Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 cms. 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 directed by the Engineer in Charge
4649.42
-
934533.42
SPUR CULVERTS:- 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 -do- (i) 0 m to 3m depth by mechanical means Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
29.3
-
1465
"KSRRB M21 00-3.2. 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 as per directed by the Engineer in Charge
102.53
-
6151.8
"KSRRB M21 00-4.2. 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. MORTH Specification No. 304 i) 0 m to 3m depth by mechanical means Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
14.65
-
6900.15
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 as per directed by the Engineer in Charge
12.37
-
64801.48
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 disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, TMT Bars Fe 500 Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
4.82
-
320592.42
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 IS 9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering s - i) Upto 5m height Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
50.64
-
280677.26
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 as per directed by the Engineer in Charge
20.6
-
5088.2
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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
35.15
-
7065.15
BOX CULVERTS:- 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. MORTH Specification No. 304 -do- (i) 0 m to 3m depth by mechanical means Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
138.5
-
6925
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. MORTH Specification No. 304 (iv) 0 m to 3m depth by Mechanical means Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
484.77
-
29086.2
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. MORTH Specification No. 304 i) 0 m to 3m depth by mechanical means Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
69.25
-
32616.75
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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
98.94
-
518307.08
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 TMT Bars Fe 500 Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
34.97
-
2325957.86
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 IS 9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering - i) Upto 5m height Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
291.41
-
1615169.07
KSRRB M500-41. 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
427.54
-
318089.76
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 abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification including cost of materials, labour, HOM Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
123.72
-
258698.52
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 Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
86.8
-
13454
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 as per directed by the Engineer in Charge
17.36
-
4287.92
KSRB 2.3: Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 cms. 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 as per directed by the Engineer in Charge
61.86
-
12433.86
STORM WATER DRAIN:- KSRRB M21 00-2.1. 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. MORTH Specification No. 304 -do- (i) 0 m to 3m depth by mechanical means Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
1488.89
-
74444.5
"KSRRB M21 00-3.2. 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. MORTH Specification No. 304 (iv) 0 m to 3m depth by Mechanical means Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
5211.1
-
312666
"KSRRB M21 00-4.2. 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 i) 0 m to 3m depth by mechanical means Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
744.44
-
350631.24
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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
225.73
-
1182509.18
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 IS 9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering - i) Upto 5m height Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
1046.31
-
5799277.81
KSRRB M2200-9. Providing and laying of Filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutement, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification including cost of material, labour, HOM Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
1947
-
4071177
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 as per directed by the Engineer in Charge
362.33
-
89495.51
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 disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM TMT Bars Fe 500 Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
130.79
-
8699228.73
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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
725.7
-
145865.7
R.WALL:- 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 -do- (i) 0 m to 3m depth by mechanical means Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
1525.69
-
76284.5
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 (iv) 0 m to 3m depth by Mechanical means Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
5339.93
-
320395.8
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 i) 0 m to 3m depth by mechanical means Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
762.85
-
359302.35
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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
595.77
-
3121000.72
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 TMT Bars Fe 500 Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
518.52
-
34488294.83
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 IS 9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering - i) Upto 5m height Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
4194.12
-
23246329.51
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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
2178.69
-
4555640.79
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 as per directed by the Engineer in Charge
223.77
-
55271.19
WATER SUPPLY:- 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) 10% in Ordinary / all soils/ Hard Soil Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
440.4
-
57252
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) 70% 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 as per directed by the Engineer in Charge
1541.4
-
268203.6
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) 10% in Hard rock- Any rock excavation by using mechanical plant/machinery Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
220.2
-
223503
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 as per directed by the Engineer in Charge
932.4
-
241491.6
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 conforming to IS 4984-2016 PN 10.0, 110mm dia pipes Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
5180
-
2072000
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 as per directed by the Engineer in Charge
1
-
16364
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 PN 10 Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
2
-
17104
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 PN 10 Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
8
-
86704
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 Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
660.6
-
68041.8
VALVE CHAMBERS:- 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 as per directed by the Engineer in Charge
46.19
-
4018.53
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. MORTH Specification No. 1500,1700 & 2100 Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
4.21
-
22054.51
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 as per directed by the Engineer in Charge
14.68
-
79048.86
KSRRB M2200-6. Providing T.M.T. steel reinforcement for R.C.C. work including 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 TMT Bars Fe 500 Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
0.73
-
48554.45
Refilling pipe line trenches & foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15cms., thickness with Vibro rollers including disposing off the surplus earth Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
21
-
2163
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