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 Date4 Jan 2022
Closing Date31 Jan 2022
Tender Amount₹ 35,49,87,563
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
IADB/ENGG/ETND-EP-31(1)/12717/2021-22Bid Award Id
ViewTender No
IADB/ENGG/ETND-EP-31(1)/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
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. complete with all lead and lift etc, as per specification and direction of Engineer in charge
29913.2
-
11715504.78
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
5187.06
-
517409.24
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
46503.71
-
22217147.45
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
36264.23
-
18239094.48
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
13904.39
-
25549316.62
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
14668.23
-
28123397.38
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
58672.94
-
2094623.96
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
2822.44
-
22359567.25
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. Clause 503 of MORTH V revision complete with all lead and lift etc, as per specification and direction of Engineer in charge
56448.74
-
804959.03
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 paverGr-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
2257.95
-
20647733.46
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
10
-
36393
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
9
-
64987.65
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 MOST Specification No.1000/ 2300 Double row for two utility service complete with all lead and lift etc, as per specification and direction of Engineer in charge
4500
-
12199950
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
2754.75
-
1240877.14
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
90
-
16915.5
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 @0.84cum 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
2575.78
-
14675532.31
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
494
-
246382.5
KSRRB M800-1 0. 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
100880
-
74651.2
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
13
-
182000
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
1708
-
1883070
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
1708
-
3237087
KSRRB 300-2. Earthwork excavation by manual means in hard soil involving an average horizontal throw upto 2 meters and an average lift upto 0.5 m, excavated surface leveled and sides neatly dressed, the disposed earth to be leveled 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
640.24
-
120333.11
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
3841.46
-
4844273.13
KSRRB 300-8. Excavation in hard rock by chiselling and / or wedging where 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
2233.15
-
4251136
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
7411.02
-
56159597.91
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
2044.72
-
505045.84
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. complete with all lead and lift etc, as per specification and direction of Engineer in charge
705.48
-
60368043.53
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. No. KBS 2.9 complete with all lead and lift etc, as per specification and direction of Engineer in charge
9046.69
-
1909303.92
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 direction of Engineer in charge
311.24
-
16340.1
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
77.81
-
15931.6
"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
1585.44
-
99882.72
"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
396.36
-
116113.66
"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. 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
1215.75
-
601249.16
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
1975.26
-
11843086.13
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
48.49
-
593123.38
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
806.11
-
1769854.81
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
280.8
-
45700.2
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
242.46
-
22912.47
Earthwork in excavation for pipeline trenches upto 600mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100mm wherever necesary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the botton of trench to the extent required,, utilising the available excavated earth locally for the work etc. complete ( Depth upto 3m) in Ordinary / all soils/ Hard Soil complete with all lead and lift etc, as per specification and direction of Engineer in charge
638.82
-
87198.93
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
3832.92
-
700274.48
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 mechhanical plant/machinery complete with all lead and lift etc, as per specification and direction of Engineer in charge
1916.46
-
2042467.24
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
273.78
-
75316.88
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
1642.68
-
1021089.89
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
821.34
-
2056840.7
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
2737.8
-
744544.71
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
2650
-
3204910
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, 160mm dia pipes complete with all lead and lift etc, as per specification and direction of Engineer in charge
2160
-
1712232
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
10400
-
4194840
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
115
-
63756
Supply and delivery of resilient seated soft sealing 80mm dia 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 10Scour valve-80mm dia complete with all lead and lift etc, as per specification and direction of Engineer in charge
3
-
25693.65
Supply and delivery of resilient seated soft sealing 80mm dia 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
18
-
195324.3
Supply and delivery of resilient seated soft sealing 80mm dia 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-150mm dia complete with all lead and lift etc, as per specification and direction of Engineer in charge
2
-
37965.3
Supply and delivery of resilient seated soft sealing 80mm dia 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
3
-
90315.9
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
2948.56
-
318886.76
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
86.78
-
7927.35
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
489.69
-
59644.24
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
291.34
-
207099.04
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
37.38
-
217698.5
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
95.93
-
585805.18
Providing and laying vibrated M30 design mix for RCC works using 20mm and down size metal of approved gradation hard broken granite, trap, basalt or with any other approved hard broken granite, including weigh batch plant mixing cost and conveyance of all materials with all lead and lift. for RCC works in 15cms thick, layers well compacted curing, with necessary plywood / steel form work, centering etc., Plastering and smooth finishing to the expose faces in CM 1:4 proportion. 12mm thick etc., complete for main and secondary beams below & above floor level (Cement @ 400Kgs) complete with all lead and lift etc, as per specification and direction of Engineer in charge
8.86
-
70014.38
Providing and laying vibrated M30 design mix for R.C.C. Works with 20 mm and down size of approved gradation hard broken granite, trap, basalt or any other approved hard aggregate, including, cost and conveyance of all materials with all lead & lift, including plywood/steel form work, centering, scaffolding, cement mortar, plastering in CM 1:3 proportion, 20mm. thick for inside with admixture of water proof compound of requisite proportion of approved quality including weigh batch plant mixing, curing, making construction joints wherever necessary and giving satisfactory water proof testing etc., complete (excluding cost of reinforcement) for vertical side walls, alround effluent channel baffels, etc. complete with outside form finishing (Cement @ 400 Kgs). complete with all lead and lift etc, as per specification and direction of Engineer in charge
57.79
-
826212.07
KSRRB M2300 5.2. Providing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. C. RCC with OPC design mix M30 @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @31ts confirming to IS 9103-1999 Reaffirmed-2008, including cost of materials, labour, HOM, curing, form works, scaffolding and centering complete as per specifications. Height upto 5m complete with all lead and lift etc, as per specification and direction of Engineer in charge
2.17
-
16507.28
KSRRB M2300 5.2. Providing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. C. RCC with OPC design mix M30 @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS 9103-1999 Reaffirmed-2008, including cost of materials, labour, HOM, curing, form works, scaffolding and ceHeight 5m to 10m complete with all lead and lift etc, as per specification and direction of Engineer in charge
0.13
-
1025.36
Providing and laying vibrated M30 design mix for RCC work with 20 mm and down size of approved gradation hard broken granite, basalt, trap or any other approved hard aggregate including cost and conveyance of all materials with all lead and lift including weigh batch plant mixing, centreing plywood / steel form work, scaffolding tamping, curing, cement mortar plastering in C.M. 1:3 proportion 12 mm. thick for inside surface etc., complete (excluding cost of reinforcement) for R.C.C. covering slab (Flat slab) (Cement @ 400 Kgs). complete with all lead and lift etc, as per specification and direction of Engineer in charge
28.43
-
390039.7
Providing and laying vibrated M30 design mix for RCC work with 20 mm and down size of approved gradation hard broken granite, basalt, trap or any other approved hard aggregate including cost and conveyance of all materials with all lead and lift including weigh batch plant mixing, centreing plywood / steel form work, scaffolding tamping, curing, cement mortar plastering in C.M. 1:3 proportion 12 mm. thick for inside surface etc., complete (excluding cost of reinforcement) for R.C.C. Dome with plastering outside and inside with C.M. 1:3 proportion 12mm thick (Cement @ 400 Kgs). complete with all lead and lift etc, as per specification and direction of Engineer in charge
9.93
-
171661.9
KSRB 15-16.2: Providing and finishing external walls in one coat with waterproof cement paint of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications. with Primer (PW,P& IWTD SR 2018-19 P-120, I-15.54.2) KSRB 15-16.3: Extra for providing and applying every subsequent coat of waterproofing cement paint of approved brand and shade for Item KSRB 15-16.1 and 15-16.2 cost of materials, labour, complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
386
-
32829.3
Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete complete with all lead and lift etc, as per specification and direction of Engineer in charge
11
-
35793.45
Supplying and fixing 40mm dia GI medium duty pipes hand railing 3 rows fixed to 1:2:4 vibrated R.C.C. post of size 100x150mm at top and 150x150mm at bottom placed at 2m intervals for a height of 750mm including curing, painting, G.I. pipes with two coats of anticorrosive steel paint over a primer coat with all lead and lift etc., complete Rate/m is for 3rows of GI Pipes complete with all lead and lift etc, as per specification and direction of Engineer in charge
55
-
52610.25
Providing and fixing M.S inspection door of size 60 cms x 60 cms. Including M.S. frame , size 50 x 50 x 6 mm and shutters of 3mm thickness with hinges at top and locking arrangements, painting with all lead and lifts etc., complete complete with all lead and lift etc, as per specification and direction of Engineer in charge
4
-
7635.6
Providing and fixing gauge with iron sheet of 3mm to 4mm thickness, 0.23mtr. Width with copper floats indicators and flexible nylon wires, painting figures with approved enamelled paint with all lead and lifts etc. complete. For Enamelled gauge plate complete with all lead and lift etc, as per specification and direction of Engineer in charge
2
-
11993.6
Supply and delivery to worksite, loading, unloading, stacking and fixing of resilient seated soft sealing 300mm dia Sluice Valves 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 direction of Engineer in charge
2
-
127742.1
Supplying and fixing of Cast steel Double flanged Dual plate 150mm dia Check valve class 150 confirming to API 594 with latest amendments as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking etc., complete with all lead and lift The rates are inclusive of cost of Bolts and Nuts complete with all lead and lift etc, as per specification and direction of Engineer in charge
2
-
16483.3
Supplying & Fixing CI puddle flanges 150mm dia conforming to IS 7181-1986 with latest amendments, in position for R.C.C. walls including hoisting and conveying them to work spot with all lead and lift etc., complete. complete with all lead and lift etc, as per specification and direction of Engineer in charge
4
-
19686.2
Supplying & Fixing CI puddle flanges 300mm dia conforming to IS 7181-1986 with latest amendments, in position for R.C.C. walls including hoisting and conveying them to work spot with all lead and lift etc., complete. complete with all lead and lift etc, as per specification and direction of Engineer in charge
4
-
49679.6
Providing and fixing food grade epoxy painting to over head tank and sump tank after cleaning and drying including pumping and bailing out of water, including cost of all materials labour lead and lifts etc., complete complete with all lead and lift etc, as per specification and direction of Engineer in charge
429.68
-
45116.4
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
119.53
-
57105.46
KSRRB M2500-4.1. Providing and laying Pitching stones of size 0.3x0.3x0.3 m on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications including cost of materials, labour, HOM complete as per specifications. A. Stone / Boulder complete with all lead and lift etc, as per specification and direction of Engineer in charge
47.18
-
79906.41
KSRRB M300-5. Turfing lawns with fine grassing including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying doobs grass roots at 10 em apart, including supplying and spreading of farm yard manure at rate of 0.6 cum per 100 sqm complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
106.28
-
2566.66
Supplying, laying of CI flanged pipe true to line / hoisting of CI flanged pipe conforming to IS 7181-1986 with latest comendments in position and aligning to correct plumb including cost of jointing material, conveying to work spot with all lead and lifts etc., complete 150mm dia complete with all lead and lift etc, as per specification and direction of Engineer in charge
13.5
-
49545.68
KSRB 6-2.3 : Providing and constructing burnt brick masonry with approved quality of non-modular bricks of standard size of class designation 5.0Newton per sqmm (table moulded) with cement mortar 1:6 for basement and superstructure including cost of materials, labour charges, scaffolding, curing complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
7.4
-
52756.75
Providing and fixing 65mmx90mm GRP Doorframe fabricated using E-Glass Chopped Strand Mat (CSM). U.V-stabilized Isopthalic Gelcoat and Isopthalic resin. The thickness of the GRP skin shall not be less than 2.0 mm. The doorframe consists of four segments, which are provided with plug-in-socket arrangement in-situ in the mould. The segments are plugged in and are joined together by means of screws. The GRP frame shall be provided with wooden reinforcement of 6 locations fro high screw holding capacity for fixing metallic hold fast and shall be consolidated by filling with medium density foam/Plaster with fibre reinforcement. Six Numbers of 260mmx25mmx5mm size S shaped M.S. flat hold fast shall be provided with the frame. complete with all lead and lift etc, as per specification and direction of Engineer in charge
5.7
-
2693.25
Providing and fixing factory made single leaft rigid GRP Sandwich composite door shutter of 32 mm thick, laminated with two GRP skins with wood grain finish, fabricated using U.V. stabilised Isopthalic Gelcoat and on layer of 45 gsm E-Glass Chopped strand Mat (CSM). Impregnated with orthopthalic polyster resin. The thickness of the skins shall not be less than 1.5mm. Expanded Polystyrene (EPS) structural foam panel of 29mm thickness and a density of 20 Kg/m3 shall be used as core material. Wooden reinforcements made of Seasoned Salwood block of cross section not less than 28mmx32mm and also necessary salwood reinforcements for fixing the metal fittings such as tower bolts, aldrops, handles, etc., shall be provided. A structural adhesive compatible with EPS foam shall be used for bonding the core material, the Salwood reinforcement and the skins. The material and process for manufacturing the door shutters shall confirm to RV/TIFAC Composites Design centre Standards and specifications and the door shutters tested in cofirmation to IS 4020-1994. The finish of shutter will be plain colour White/Ivory/Beige/Light Grey or any other colour using high quality pigments. Exclusing cost of fixtures and inclusive of suppy of shutters to respective work spot. complete with all lead and lift etc, as per specification and direction of Engineer in charge
1.58
-
4977
KSRB15-3.2 : Providing 12mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
32.17
-
7019.17
KSRB 15.3.6 Providing 15mm thick cement plaster in single coat with cement mortar 1:6, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
32.17
-
7158.47
KSRB15-3.14 : Providing 12mm thick cement plaster in single coat with cement mortar 1:4, to ceiling including rounding off corners wherever required smooth rendering, including providing and removing scaffolding,cost of materials, labour, curing etc., complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
6.42
-
1542.34
KSRB 15.7 : Providing lime rendering for plastering to wall and ceiling including cost of materials, labour, curing complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
38.59
-
1296.62
KSRB 15-14.1 : Providing and applying two coats with oil bound washable distemper of approved brand and shade on wall surface including priming coat with distemper primer after throughly brooming 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. (PWD SR 2016-17, P-119, I-15.49.1).& KSRB 15-14.2 : Extra over item 15-14.1 for applying oil bound washable distemper on ceiling and / or sloping roof as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
38.59
-
4781.3
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
32.17
-
3040.06
KSRRB M2600.5 (iv) Providing and filling joint sealing compound upto a depth of 100mm as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
124.8
-
4324.32
Supplying , laying, jointing, testing and commissioning of 50mm dia GI pipes-Heavy duty conforming to IS 1239:1990 with latest amendments including fixing collars, elbows, tee, bends, gland cocks and other fittings (excluding cost of specials) with cuts and threads wherever necessary including conveying the materials to work spot including testing for water tightness, with all lead & lift (Contractor will make his own arrangements for procuring water for testing) complete with all lead and lift etc, as per specification and direction of Engineer in charge
180
-
84294
Providing and fixing R.C.C finial and ventilators as per approved design and specification with form work and protected with wire mesh. The plinth to be of R.C.C circular pillars and canopy with an ornamental finish at top. The first 22.5 Cms. Height to be covered with RCC panelling as per detailed drawing with all lead and lifts etc., complete. For tanks above 2.50 Lakh litres and upto 5 lakh litres capacity complete with all lead and lift etc, as per specification and direction of Engineer in charge
1
-
5630.52
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
18.44
-
112605.52
Providing and laying vibrated M30 design mix for RCC works using 20mm and down size metal of approved gradation hard broken granite, trap, basalt or with any other approved hard broken granite, including weigh batch plant mixing cost and conveyance of all materials with all lead and lift. for RCC works in 15cms thick, layers well compacted curing, with necessary plywood / steel form work, centering etc., Plastering and smooth finishing to the expose faces in CM 1:4 proportion. 12mm thick etc., complete for main and secondary beams below & above floor level (Cement @ 400Kgs) complete with all lead and lift etc, as per specification and direction of Engineer in charge
2.34
-
18491.38
Providing and laying vibrated M30 design mix for R.C.C. Works with 20 mm and down size of approved gradation hard broken granite, trap, basalt or any other approved hard aggregate, including, cost and conveyance of all materials with all lead & lift, including plywood/steel form work, centering, scaffolding, cement mortar, plastering in CM 1:3 proportion, 20mm. thick for inside with admixture of water proof compound of requisite proportion of approved quality including weigh batch plant mixing, curing, making construction joints wherever necessary and giving satisfactory water proof testing etc., complete (excluding cost of reinforcement) for vertical side walls, alround effluent channel baffels, etc. complete with outside form finishing (Cement @ 400 Kgs). complete with all lead and lift etc, as per specification and direction of Engineer in charge
20.51
-
293227.37
Providing and laying vibrated M30 design mix for RCC work with 20 mm and down size of approved gradation hard broken granite, basalt, trap or any other approved hard aggregate including cost and conveyance of all materials with all lead and lift including weigh batch plant mixing, centreing plywood / steel form work, scaffolding tamping, curing, cement mortar plastering in C.M. 1:3 proportion 12 mm. thick for inside surface etc., complete (excluding cost of reinforcement) for R.C.C. covering slab (Flat slab) (Cement @ 400 Kgs). complete with all lead and lift etc, as per specification and direction of Engineer in charge
5.29
-
72575.1
KSRB 4.2.10 : Providing and laying in position reinforced cement concrete of design Mix M20 with OPC@ 24kgs, with 12mm and down size graded granite metal coarse aggregates @0.05175cum and fine aggregtes @ 0.0345cum, with super plasticisers @0.2251ts, machine mixed, well compacted for plain chajja of 7.5 cms. average thickness, upto ground floor level, including cost of all materials, labour, HOM finishing, curing, complete but excluding cost of reinforcement as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
3.06
-
1502.15
KSRB 4-6.10 :Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for chajja, corbels etc., including edges including cost of all materials, labour complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
3.06
-
1028.16
KSRB 7.5 : Providing and fixing pull and push type rolling shutters of approved make out of 18 guage, 75mm wide cold rolled steel laths of convex corrugation, with side guides and bottom rail, with interlocking arrangements for steel laths by means of alternate clips, suspension shaft with High tension coil type springs two numbers, mounted on specially designed pipe shaft, with bracket plates, guide channels, ball bearing arrangements, for inside & outside locking with push & pull operations complete including pulling hooks, 4Nos. handles with all fittings and accessories, painted with a coat of red lead paint (without top cover) cost of materials, labour, HOM of machinery complete as per specifications. Shutter size 3mx2.8 m complete with all lead and lift etc, as per specification and direction of Engineer in charge
3.78
-
10347.18
KSRB 7.6 : Providing and fixing top covers made out of 20 guage M.S. sheet over pull and push rolling shutters bent to shape including cost of red lead primer coat of painting , materials, labour, HOM of machinery complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
1.8
-
910.98
"Providing and fixing cold rolled prepainted steel windows of IS standards, made out of 0.6mm thick deep drawing quality galvanised on both sides 12Dgms/sq.mtr. Primer coat upto 5 microns with thermosetting epoxy resin and finish painted with a polyester based paint 20 microns thick. The size of profiles is approximately 46x52mm for external frames, 46x46mm section for shutters, 46x70mm section for centre mullion/transom and 18x31mm section is for fixing glasses. The section should be cut to length joint mitred and assembling by means of corner brackets made out of cold rolled cold annealed strips of 1.2mm thick duly galvanised and fixed with nickle plated self taping screws. The shutters are provided with approved quality offixtureslike handles made out of zamac alloy die cast and powder coated, receiver made out of glass filled nylone and hinges made out of CRCA powder coated. 4mm thick glass should be fixed with EPDM gaskets. Guard bars fabricated out of 10mm square bright bars shall be fixed horizontally at 125mm C/C by rivetting to the external frame. The above frames are fixed to the concrete I masonry walls by means of self expanding screws.". 4mm tinted glass with gaurd bars complete with all lead and lift etc, as per specification and direction of Engineer in charge
3.24
-
18200.7
KSRB 15-16.2: Providing and finishing external walls in one coat with waterproof cement paint of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications. with Primer (PW,P& IWTD SR 2016-17 P-232, I-15.54.2) KSRB 15-16.3: Extra for providing and applying every subsequent coat of waterproofing cement paint of approved brand and shade for Item KSRB 15-16.1 and 15-16.2 cost of materials, labour, complete as per specifications. complete with all lead and lift etc, as per specification and direction of Engineer in charge
58.37
-
4964.37
Supplying and fixing of Cast steel Double flanged Dual plate 200mm dia Check valve class 150 confirming to API 594 with latest amendments as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking etc., complete with all lead and lift The rates are inclusive of cost of Bolts and Nuts complete with all lead and lift etc, as per specification and direction of Engineer in charge
2
-
31142.6
Supply and fixing of DI double flanged wafer type (concentric)/ double eccentrically disc, butterfly valves confirming to DIN 335/ IS 13095 with renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/ Integral Seat with power or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Face to face dimensions as per EN 558-1 basic series 14 (DIN 3203 F4) or AWWA C 504:80 or BS 5155 or IS 13095. The Valves shall be supplied along with the required number of standard make galvanised Bolts an dnuts. The flange drilling standard is IS 1538. Hence, drilling of hole in the valves shall match with the pipe flange drilling standard. The valves are to be suitable for buried operation with the gear box sealed and lubricated or life time operation DI double flanged Eccentric bufferfly valves PN 16 200 dia complete with all lead and lift etc, as per specification and direction of Engineer in charge
4
-
70089.2
Providing and fixing M.S inspection door of size 60 cms x 60 cms. Including M.S. frame , size 50 x 50 x 6 mm and shutters of 3mm thickness with hinges at top and locking arrangements, painting with all lead and lifts etc., complete complete with all lead and lift etc, as per specification and direction of Engineer in charge
1
-
1908.9
Supply & Fixing of submersible waste water drainage pump with integrated automatic float level switch having discharge capacity & head as mentioned below from all causes, with up to 7 mm solid handling ability, including accessories like, supplying & fixing of starter panel and necessary wiring from pump to panel using submersible flat cable as per manufacturers specification etc., complete. (to be carried out by a qualified person only). (Market rate) 1HP Pump Including Automatic float switch (Flow per pump-1.7lps, Delivery Pressure-8m) complete with all lead and lift etc, as per specification and direction of Engineer in charge
1
-
51800
Providing & Fixing of 30HP Centrifugal Monoblock pump of capacity as mentioned below. Fixing the pump, providing delivery piping with GI pipes with non return valve, control valve with necessary flanges, nuts, bolts, rubber insertions (Piping and valves will be measured and paid under respective items of works) etc.. supply & installation of necessary electrical connections with flat submersible cables from pump to control panel making power supply connection from mains to the pump control panel) shall be carried out by electrical contractor etc., complete. (Market rate) (Make: Grundfos/CRI/ Kirloskar) To pump water from GLSR to OHT (Total Flow-25lps, Flow per pump-25lps, Delivery Pressure-50m) complete with all lead and lift etc, as per specification and direction of Engineer in charge
2
-
334000
Supply, delivery, installation, testing, commissioning of digital water level controller having photo sensor for avoiding switching the pump on at night, digital display of water level in the sump/tank, trigger for automatic operation of pumpset when the water level reaches low level, including fixing necessary stainless steel sensors, float level switch, probes, etc. The control cabling from panel to sump/tank, making connections from the level controller to the pump starter, necessary conduiting shall have to be done by qualified electrical contractor only. including 60m Distance for sensor cabling & Conduiting (Water level controller :Gelco / Maaru / Interlink) (Market rate) complete with all lead and lift etc, as per specification and direction of Engineer in charge
1
-
20400
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
2
-
32750.7
Earth work is excavation for foundation of structures by Mechnical 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 the sides and leveling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc, completed In ordinary / All soil / Hard soil 3-6 mtr Depth complete with all lead and lift etc, as per specification and direction of Engineer in charge
6.2
-
644.49
Earth work is excavation for foundation of structures by Mechnical 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 the sides and leveling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc, completed. In Soft/ ordinary rock comprising of lime stone, sand stone, hard laterite, fissured rock, conglomerate or other soft or disintegrated rock which may be quarried or split with crow bars. Boulders which do not require blasting having maximum dia in 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 dissisimilar origin. 3-6 mtr Depth complete with all lead and lift etc, as per specification and direction of Engineer in charge
6.2
-
865.83
Earth work is excavation for foundation of structures by Mechnical 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 the sides and leveling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc, completed. In Hard rock - Any rock or cement concrete or RCC, exacavation of which require the use of mechanical plant. 0-3 mtr Depth complete with all lead and lift etc, as per specification and direction of Engineer in charge
49.6
-
40518.24
Supplying & errection of RCC rings for well steining of 0.3 Mtr Depth using M-20 grade concrete using clean graded granite or trap or jelly of approved quality 20mm and down size well compacted including centering, formwork and plastering for both faces with C.M 1:3 proportion as per design using 6.50mm M.S. coil at the rate of 10 Kgs/ring including cost of steel and fabrication, bailing out of water, errection etc., complete.For 1.80m dia (clear) rings of steining thickness 0.075mm upto 18 M depth complete with all lead and lift etc, as per specification and direction of Engineer in charge
160
-
253512
Providing of stone aggregate of below mentioned sizes. 40mm nominal size complete with all lead and lift etc, as per specification and direction of Engineer in charge
20.36
-
24065.52
Providing of stone aggregate of below mentioned sizes. 20mm nominal size complete with all lead and lift etc, as per specification and direction of Engineer in charge
20.36
-
24839.2
Providing course sand bedding for the pipeline trenches including watering & consolidation by punners etc., complete wth all lead and lift (In Black cotton soil & rock reaches). complete with all lead and lift etc, as per specification and direction of Engineer in charge
20.36
-
36192.95
Labour charges for Mason class I 3cum per day per mason complete with all lead and lift etc, as per specification and direction of Engineer in charge
20.36
-
9288.23
KSRRB M2100-14. Providing and laying plain / Reinforcement Cement Concrete M20 with OPC@ 320 kgs, with 40mm and down size graded granite metal coarse aggregates @0.64cum and fine aggregates @ 0.43cum, with superplasticizer @3lts confirming to IS91 03-1999 Reaffirmed-2008 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
1.36
-
8041.92
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