Karnataka Industrial Areas Development Board Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Karnataka Industrial Areas Development Board - KIADB Tender
Civil Works
Opening Date23 Jul 2021
Closing Date17 Aug 2021
Tender Amount₹ 28,77,06,383
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
IADB/ENGG/ETND-EP-14/4050/2021-22Bid Award Id
ViewTender No
IADB/ENGG/ETND-EP-14/4050/2021-22Tender 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 M300-15. Excavation for roadway in ordinary rock by mechanical means including cutting and loading to tippers, transporting with a lead of 1.00km and trimming bottom and side slopes in accodance with requirements of lines, grades and cross sections complete as per specifications. MORTH Specification No. 301 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
9473.28
-
530503.68
KSRRB M300-17. Excavation for road way in hard rock ( controlled blasting) with rock breakers including breaking rock, loading to tippers transporting and stacking at site and trimming bottom and side slopes in accordance with requirement of lines, grades and cross sections complete as per specifications.MORTH Specification No. 301 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
30788.15
-
5511078.85
KSRRB M300-59.2. Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment / subgrade, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment/ subgrade including HOM construction, lobour etc., complete as per specifications. MORTH Specification No. 305.3.4 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
56353.9
-
1296139.7
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. MORTH Specification No. 305 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
51246
-
17321148
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 proctor's density. MORTH Specification No. 305
14776.25
-
5349002.5
Construction of granular sub-base Grading-V as sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/trap/basalt materials, mixing 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. Clause 401 of MORTH V Revision. with all lead and lift etc, as per specification and as directed by the Engineer in charge.
22541.56
-
38546067.6
KSRRB M400-17. Providing, laying, spreading and compacting cushed stones aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed materials by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406
17377.76
-
32965610.72
KSRRB M500-6. Providing and applying primer coat with S.S.bitumen emulsion on prepared surface of granular base such as WMM including clearing of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications.Clause 502 of MORTH V revision with all lead and lift etc, as per specification and as directed by the Engineer in charge.
69510.96
-
2015817.84
KSRBB M500-9. 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 as per specifications. Clause 503 of MOTH V Revision with all lead and lift etc, as per specification and as directed by the Engineer in charge.
62275.08
-
1245501.6
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 tandom rollers to achive the desired compaction in all respects complete as per specifications. CLAUSE 505 of MORTH V revision. -do- using 120 TPH capacity Asphalt batch mix plant with Sensor paver. Gr-II (50mm-75mm) with 4.5 % VG-30 Bitumen. with all lead and lift etc, as per specification and as directed by the Engineer in charge.
3736.51
-
25262544.11
KSRRB M500-19. Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects complete as per specifications. Clause 507 of MORTH V revision. -do- using 120 TPH Capacity Asphalt Batch Mix with sensor paver Gr-II (30mm to 40mm) with 5.4 %. VG -30 Bitumen with all lead and lift etc, as per specification and as directed by the Engineer in charge.
2491.01
-
19340201.64
KSRRB M800-13. Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface/Concrete surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 standrds specified. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
3270.77
-
1409701.87
KSRRB M1200-48.1. Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M-20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb lying machine, foundation concrete laid manually, including cost of all materials, labour, HOM, from works, scaffolding & centering complete as per spcifications. all complete as per clause 400.8 complete as per specifications. A. Using concrete mixer. MORTH Specification No.408 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
2982
-
1082466
KSRRB M400-18. Construction of Median and island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per Clause 400.7 complete as per specifications. MORTH Specification No. 407 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
702.6
-
122955
KSRRB M800-6. Painting two coats on New Concrete Surface:-Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
1938.3
-
158940.6
Utility Crossing : 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 (i)0m to 3m depth by Mechanical means. with all lead and lift etc, as per specification and as directed by the Engineer in charge.
451.8
-
22590
Providing Murrum/Gravel bedding for the pipeline trenches including watering and consolidation by punners etc., complete with lead & lift (In Black cotton soil and rock reaches) with all lead and lift etc, as per specification and as directed by the Engineer in charge.
135.54
-
35104.86
Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing including cost of all materials, labour, HOM complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 300mm. dia with all lead and lift etc, as per specification and as directed by the Engineer in charge.
753
-
1156608
KSRB 2-4 : Refilling available earth around pipe lines, cables in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering with lead upto 50m. and lift upto 1.5 m. including cost of all labour complete as per specifications with all lead and lift etc, as per specification and as directed by the Engineer in charge.
203.31
-
24600.51
Drainage Work : KSRRB M300-14. Excavation of road works in all types of soil by mechanical means including cutting and loading to tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transportation with a lead of 1.00km and complete as per specifications. MORTH Specification No.301 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
3626.58
-
148689.78
KSRRB M300-15. Excavation for roadway in ordinary rock by mechanical means including cutting and loading to tippers, transporting with a lead of 1.00km and trimming bottom and side slopes in accodance with requirements of lines, grades and cross sections complete as per specifications. MORTH Specification No. 301 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
4835.43
-
270784.08
KSRRB M300-16.1.Excavation for road way in Hard Rock by mechanical means (blasting prohibited ) including breaking rock, loading in tipper and disposing with all lead and lift trimmimg bottom and side slopes in accordance with requirements of lines, grades and cross sections complete as per specifications. MORTH Specification No. 301 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
15715.15
-
5861750.95
KSRRB M2100-10. Providing and laying Plain cement concrete mix 1:3:6 with OPC cement @ 220kgs, with crushed 40mm and down size graded granite metal coarse aggregates @0.89 cum and fine aggregates @ 0.46cum, in foundation mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days including cost of all material, labour, HOM, curing, form work, scaffolding and centering MORTH Specification No. 2100 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
2682.38
-
14482169.62
Providing and laying Plain /Reinforced Cement Concrete for side drains using M20 nominal mix concrete with OPC @ 300kgs, with 20mm and down size granite metal coarse aggregates @ 0.69cum and fine aggregates @ 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, HOM , 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. -do-Wall & bottom thickness 15cm with all lead and lift etc, as per specification and as directed by the Engineer in charge.
6652.29
-
47291129.61
KSRRB M2200-6. Provoding T.M.T steel reinforcement for RCC work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specifications. MORTH Specification No.1600 & 2200 - TMT Bars Fe 500 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
532.19
-
35738687.26
Providing Weep Holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 110 mm outer dia PVC pipe @ 2kg/Sqm, fixing in position using addesive with necessary collar and clamp extending through the full width of the structure with slope of 1V :20H towards drawing force as per drawing including cost of all materials, glue, labour, transportation, lead, lift, loading, etc., unloading complete. Refer to MoSRT&H Specification No.2706 & 2200 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
1430.6
-
353358.2
KSRB 2.3 : Filling available excavated earth (Excluding rock ) in sides of foundation upto plinth in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering with lead upto 50m. and lift upto 1.5 m. including cost of all labour complete as per specifications. Specifications No. KBS 2.9 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
5579.34
-
1121447.34
Culvert Work : KSRRB M300-14: Excavation for roadwork in all types of soil by mechanical means including cutting and loading to tippers, trimming bottom and side slopes, in accordance with requirments of lines, grades and cross sections, and transportation with a lead of 1.00km and complete as per specifications. MORTH Specification No. 301 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
268.27
-
10999.07
KSRRB M300-15. Excavation for roadway in ordinary rock by mechanical means including cutting and loading to tippers, transporting with a lead of 1.00km and trimming bottom and side slopes in accodance with requirements of lines, grades and cross sections complete as per specifications. MORTH Specification No. 301 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
357.69
-
20030.64
KSRRB M300-17. Excavation for road way in hard rock ( controlled blasting) with rock breakers including breaking rock, loading to tippers transporting and stacking at site and trimming bottom and side slopes in accordance with requirement of lines, grades and cross sections complete as per specifications.MORTH Specification No. 301 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
1162.49
-
208085.71
KSRRB M2100-13. Providing and laying Plain/reinforced cement concrete of mix 1:2:4 with OPC @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84 cum and fine aggregates @ 0.56cum, in open foundation including cost of all materials, labor, HOM curing, form works, scaffolding and centering complete as per specifications complete as per drawing and technical specifications MORTH Specification No. 1500, 1700 & 2100 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
116.64
-
635221.44
KSRRB M2200-5.12. Providig and laying Design mix M25 with OPC @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 including cost of materials , labour , curing , formation scaffolding centering complet as per specifications -i) Upto 5m height with all lead and lift etc, as per specification and as directed by the Engineer in charge.
611.73
-
3536411.13
KSRRB M2200-6. Provoding T.M.T steel reinforcement for RCC work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specifications. MORTH Specification No.1600 & 2200 - TMT Bars Fe 500 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
73.41
-
4929775.14
Providing Weep Holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 110 mm outer dia PVC pipe @ 2kg/Sqm, fixing position using addesive with necessary collar an clamp extending through the full width of the structure with slope of 1V :20H towards drawing force as per drawing including cost of all materials, glue, labour, transportation, lead, lift, loading, etc., unloading complete. Refer to MoSRT&H Specification No.2706 & 2200 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
182.96
-
45191.12
KSRRB M500-41.Providing and laying 25mm thick mastic asphalt wearing course using crushed aggregates of specified grading as per the requirements given in table 500-41 and paving grade bitumen VG-40 as per clause 516.3.2 prepared by using matric colour with aggregates of 0.020 cum per Sqm as , filler as uanlaked lime of 12.70 Kg per Sqm and bitumen of VG-40 grade at 10.10 kg per Sqm for mix, and tack coating of VG-10 at 0.30 kg per Sqm, laid to required level and slope after cleaning the surface, including providing chicken mesh with antiskid surface, including cost of materials ,labour, HOM all complete as per specifications. Clause 516 of MORTH V revision with all lead and lift etc, as per specification and as directed by the Engineer in charge.
686.1
-
501539.1
KSRRB M2200-9. Providing and laying of filter media with granular material / Stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment wing wall and return wall to the full height complete condition as per drawing and technical specification including cost of materials , labour, HOM complete as per Specifications. MORTH Specifications No. 2504.2.2 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
185.25
-
299549.25
KSRRB M2600-4.(iii) Providing and fixing in position 300 mm wide, 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing & Technical Specifications. MORTH Specifications No. 2605 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
914.8
-
142708.8
KSRB 2.3 : Filling available excavated earth (Excluding rock) in sides of foundation upto plinth in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering with lead upto 50m. and lift upto 1.5 m. including cost of all labour complete as per specifications. Specification No. KBS 2.9 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
688.91
-
138470.91
INFORMATION & SIGN BOARDS : Retro-Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC: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. 600MM Equilateral triangle-XI with all lead and lift etc, as per specification and as directed by the Engineer in charge.
15
-
42150
Retro-Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC: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. 600MM Circle-TYPE XI with all lead and lift etc, as per specification and as directed by the Engineer in charge.
12
-
44172
Retro-Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC: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. 600 X 450 MM -TYPE XI with all lead and lift etc, as per specification and as directed by the Engineer in charge.
5
-
17955
Retro-Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC: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. 900MM Octaganal stop board - TYPE XI with all lead and lift etc, as per specification and as directed by the Engineer in charge.
2
-
12696
Direction and Place Identification Signs upto 0.9 sqm Size Board: Providing and erecting direction and place identification retro-reflectorise 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 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
6.55
-
62133.3
KSRRB M800-5.1. Over head Signs (Truss and Vertical Support): Manufacturing, Supply and installation of retro- reflective Over-Head Gantry signboards made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2012 fixed over 4mm thick Aluminium Composite Panel sheet, excluding the cost of Type XI retro-reflective sheeting and 4mm Thick ACP sheet with suitable back support frame over a designed support system of aluminum alloy or galvanised steel trestles and trusses of section type as per structural design requirements and approved plans complete as per specifications. Vertical and Lateral Clearance of the Gantry shall be as per IRC 67 2012 and as per Clause 800.2.2 and 800.2.3 and installed as per clause 800.2.7 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
3
-
211944
KSSRB M800-5.2 Over Head Sign Board : Supply and installation of retro- reflective Over-Head Gantry sign boards made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2012 specification & fixed over 4mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides excluding the cost of back support frame, vertical support and horizontal support and foundation. as directed by the engineer incharge of the work with all lead and lift etc, as per specification and as directed by the Engineer in charge.
40
-
381000
HDPE Water Supply distribution pipe line & Valve chamber : Earthwork in excavation for pipeline trenches upto 600mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails and boning rods at every 100 mm. wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to extent required, utilising the available excavated earth locally for the work etc., complete (depth upto 3m) (a) -do- Ordinary / all soils/ hard soil with all lead and lift etc, as per specification and as directed by the Engineer in charge.
5531.71
-
719122.3
Earthwork in excavation for pipeline trenches upto 600mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails and boning rods at every 100 mm. wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to extent required, utilising the available excavated earth locally for the work etc., complete (depth upto 3m) (b) Ordinary rock comprising of lime stone, sand stone, hard latterite, fissured rock, conglomerete or other soft are disintegrated rock which may be quierried or split with crow bars. Boulders which do not requre blasting having max dia in any direction of more than 300 mm : found lying loose on the surface or embedded in river bed , soil, talus, slope wash and terrace material of dissimiler origin with all lead and lift etc, as per specification and as directed by the Engineer in charge.
1301.58
-
226474.92
Earthwork in excavation for pipeline trenches upto 600mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails and boning rods at every 100 mm. wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to extent required, utilising the available excavated earth locally for the work etc., complete (depth upto 3m) (C) In Hard rock excavation by using mechanical plant / machinery with all lead and lift etc, as per specification and as directed by the Engineer in charge.
4230.14
-
4293592.1
Providing Murrum/Gravel bedding for the pipeline trenches including watering and consolidation by punners etc., complete with lead & lift (In Black cotton soil and rock reaches) with all lead and lift etc, as per specification and as directed by the Engineer in charge.
1627
-
421393
Supplying HDPE pipes confirming to IS 4984:2016 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding as per standard procedure and guidelines including encasing the pipe around to a depth of not less than 15cms 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) (2) HDPE Grade - PE- 100 Rates confirming to IS 4984: 2016 9) Outerdia of Pipe 160mm dia ;Class of Pipe PN 6.0 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
2358
-
1311048
Supplying HDPE pipes confirming to IS 4984:2016 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials 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) HDPE grade PE100 confirming to IS 4984-2016 Outerdia of Pipe 110mm dia ;clause PN-6.0 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
4080
-
1175040
Supplying conveying to worksite , loading and unloading ,stocking and fixing of single chamber triple function tamper proof (both the orifices to be housed in the single chamber ) air valves with body and cover in ductile cast iron of grade GGG 50 . All internal parts such as float, shell etc , all cover bolts of austenitic alloy/ SS 304 steel, DN 50 float pof HOSTAFLON/SS 304 and gaskers and seals of EPDM. epoxy powder coating (EP-P) inside and outside colour blue RAL5005. the wall should be designed for all three functions i.e., 1. Large orifice for venting og large air volumes on start up.2. Large orifice for intake of large air volumes 3. Small orifice for dischartge of pressurized air during operation.PN10-100mm dia with all lead and lift etc, as per specification and as directed by the Engineer in charge.
3
-
92016
Supply and delivery to work site, loading, unloading, stacking and fixing of resilient seated soft sealing sluice valves with body bonnet of ductile iron of grade GGG40/50 , wedge fully rubber lined with EPDM and seals of NBR and the valve should be of vaccume tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/DIN 3202 F4/F5, the stem steeling should be with toroidal sealing rings (minimum 2 'O'rings ). All the valves should be with electostatic powder coating both inside and outside with pocketless body passage . The valve shall be supplied with suitable size galvaniced bolts and nuts of required numbers as per relevant IS etc. PN10-200mm dia with all lead and lift etc, as per specification and as directed by the Engineer in charge. with all lead and lift etc, as per specification and as directed by the Engineer in charge.
9
-
270738
For Valve Chambers : Earthwork in excavation for foundations of structures by mechanical means as per drawing and technical specifications, including setting out , construction of shoring, strutting, barricading, danger lighting, bracing, removal of slumps and other deleterious matter , dressing of sides and leveling the bottom of trench to the extent required, utilizing the available excavated earth locally for the work et6c , complete space ( depth upto 3m). a) -do- in ordinary/ all soils/ hard soil with all lead and lift etc, as per specification and as directed by the Engineer in charge.
1.06
-
92.22
Earthwork in excavation for foundations of structures by mechanical means as per drawing and technical specifications, including setting out , construction of shoring, strutting, barricading, danger lighting, bracing, removal of slumps and other deleterious matter , dressing of sides and leveling the bottom of trench to the extent required, utilizing the available excavated earth locally f ro the work et6c , complete space ( depth upto 3m). a) -do- in ordinary rock comprising of lime stone, sand stone, hard laterite fissured roak, conglomerate or other soft or disintegrated rock which may be querried or slipt with crow bars. Boulders which do not required 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. with all lead and lift etc, as per specification and as directed by the Engineer in charge.
1.41
-
163.56
Earthwork in excavation for foundations of structures by mechanical means as per drawing and technical specifications, including setting out , construction of shoring, strutting, barricading, danger lighting, bracing, removal of slumps and other deleterious matter , dressing of sides and leveling the bottom of trench to the extent required, utilizing the available excavated earth locally f ro the work et6c , complete space ( depth upto 3m). a) Hard rock-any rock excavation by using mechanical plant/ machinery with all lead and lift etc, as per specification and as directed by the Engineer in charge.
4.58
-
3100.66
KSRRB M2100-13. Providing and laying Plain/Reinforced Cement Concrete of mix 1:2:4 with OPC@ 240 kgs,with 40mm down size graded granite metel coarse aggregate @0.84cum and fine aggregates @0.56cum in Open foundation including cost of all materials, labour, HOM curing ,form works, scaffolding and centring complete as per specifications. Complete as per Drawing and Technical Specifications. Morth Specification No. 1500, 1700 & 2100. with all lead and lift etc, as per specification and as directed by the Engineer in charge.
0.64
-
3485.44
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 IS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications. - i) Upto 5 m height. with all lead and lift etc, as per specification and as directed by the Engineer in charge.
3.75
-
21052.5
KSRRB M2200-6. Provoding T.M.T steel reinforcement for RCC work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoiningmembers wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. MORTH Specification No.1600 & 2200 - TMT Bars Fe 500 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
0.3
-
20146.2
Refilling pipe line trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cm, thickness with vibro rollers including disposing off the surplus earthwith all lead and lift etc, as per specification and as directed by the Engineer in charge.
4880.9
-
502732.7
1.5ML GLSR : Earthwork for lowering and levelling the ground other than foundaion works by mechanical means upto 3.00 depth, including providing shoring strutting and bracing, removal of stumps and other deleterious matter, dressing of side and bottom, filling back the excavated to extend required and transporting the remaining earth earth upto 1.00 km lead. including the cost of labour& HOM as per drawing and technical specification with all lead and lift etc, as per specification and as directed by the Engineer in charge.
6
-
366
KSRB 2-2.2: Earth work excavation for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in Hard soil not exceeding 1.5m in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50m including breaking of clods complete as per specification. Specification No. KBS 2.1(b) 2.3.5 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
97.23
-
43656.27
KSRB 2-2.4: Earth work excavation by manual means for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in soft rock without blasting not exceeding 1.5m in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50m including the cost of labour HOM complete as per specification. Specification No. KBS 2.1(c)/2.9.4/2.18/2.19 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
291.69
-
414491.49
KSRB 2-2.5 : Excavation by manual means for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5 m & above in width in hard rock not excceding 1.5M in depth including stacking the excavated stuff from edges of excavation with lead upto 50m including cost of explosives, labour and HOM of equipment complete as per specifications. specification. No. KBS 2.1.d / 2.3.4 / 2.18 / 2.19 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
583.37
-
431110.43
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 50m and lift upto 1.5m including cost of all labour complete as per specifications. Specification No. KBS 2.9 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
130.21
-
26172.21
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) MORTH Specification No. 305 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
301.13
-
101781.94
KSRB 4-1.2: Providing and laying in position plain cement concrete of mix 1:3:6 (1with OPC Cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregate @ 0.892cum and fine aggregates at 0.465cum machine mixed, concrete laid in layers not exceeding 15cms. thick, well compacted in foundation including cost of all materials, labour, HOM curing complete as per specifications. Specification No. KBS 4.1, 4.2 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
62.52
-
343860
KSRRB M1200-7 Plain / Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification RCC with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.60cum and fine aggregates @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 inculding cost of all materals labour HOM, form works , scaffolding and centerning complete as per Specification . Case - I : Using Concrete MixerMORTH Specification No.1200,1500 & 1700 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
356
-
2234612
KSRB 4-6.1: Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations , footings, bases of columns for mass concrete including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
26.22
-
6764.76
KSRB 4-6.6: Providing and removing centering, shuttering strutting, propping etc., and removal of formwork for columns, pillars, , post and struts, circular or curved in plan including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
131.45
-
119882.4
KSRB 4-6.4: Providing and removing centering, shuttering strutting, propping etc., and removal of formwork for vertical surface such as wall of any thickness, including attached pilasters ,buttresses ,plinth and string courses cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
830.63
-
297365.54
KSRB 4-6.7: Providing and removing centering, shuttering strutting, propping etc., and removal of formwork for sides and soffits of beams, beam haunchings, cantilever girders, bresummers and lintels not exceeding 1m in depth including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
50.27
-
14678.84
KSRB 4-6.2: Providing and removing centering, shuttering strutting, propping etc., and removal of formwork for flat surface such as suspended floors, roof, landings, balconies and likes, thickness upto 200mm including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 - 0 to 5.00 mtrs with all lead and lift etc, as per specification and as directed by the Engineer in charge.
439.14
-
175656
KSRB 4-6.2: Providing and removing centering, shuttering strutting, propping etc., and removal of formwork for flat surface such as suspended floors, roof, landings, balconies and likes, thickness upto 200mm including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 - 0 to 8.00 mtrs with all lead and lift etc, as per specification and as directed by the Engineer in charge.
8.38
-
7709.6
KSRB 4-6.3: Providing and removing centering, shuttering strutting, propping etc., and removal of formwork for flat surface such as suspended floors, roofs, landings, balconies and likes, thikness above 200 mm including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
216.6
-
95304
KSRB 4-6.11 Providing aand removing centering, shuttering, strutting, propping, etc., and removal of formwork for Stairs (excluding landing) except spiral staircase including cost of all materials, labour complete as per specification. Specification No. KBS 4.6.2 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
14
-
7266
KSRB 4.9.2: Providing TMT steel reinforcement for RCC work including straightening, cutting, bending, hooking, placing In position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever neecessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. Specification No. KBS 4.6.3 Fe550 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
40.57
-
2859617.02
Supplying ductile iron pipes confirming to IS 8329:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destination and cuts of pipes wherever necessary jointing of DI pipes and specials, with rubber gaskets including cleaning the socket and spigot ends with soap solution and applying softsoap to the spigot and socket ends before insertion of rubber gasket, jacking and fixing in perfect conditions including cost soap solution, soft soap, waste etc.,and giving necessary hydraulic test to the required pressure as per ISS with all lead and lift including cost of jointing materials.DI - K7 class. (contractor will make his own arrengement for procuring water for testing ) - 350mm Dia with all lead and lift etc, as per specification and as directed by the Engineer in charge.
50
-
188900
Supplying and fixing CI puddle flanges in position for R.C.C walls including hoisting and conveying them to work spot with all lead and lift etc. 150mm Dia with all lead and lift etc, as per specification and as directed by the Engineer in charge.
3
-
14691
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 as per specifications.
1108.86
-
110886
KSRB 15-16.1 : Providing and finishing external walls in two coats with waterproof cement with primer paint of approved brand and shade to give an even shade after thourougly brooming the surface to remove all dirt and loose powerful material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications
644
-
61824
KSRB 15-7 : Providing lime rendering for plastering to wall and ceiling, including cost of materials, labour, curing complete as per specification with all lead and lift etc, as per specification and as directed by the Engineer in charge.
31.48
-
1007.36
KSRB 15-14.1 : Providing and applying two coats with oil bond 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 specification with all lead and lift etc, as per specification and as directed by the Engineer in charge.
23.1
-
2541
Providing and fixing MS ladder between landing 45 cms wide using angle iron of following size and 20 mm M.S. bars at 250mm center to center with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia GI pipes with angle iron props at 2 m , interval and 0.5 mtr height including fixing in ground with CC 1:2:4 and two coats of Non poisonous bituminous paint with all lead and lift etc. complete 65*65*8 iron angle with all lead and lift etc, as per specification and as directed by the Engineer in charge.
5
-
9105
Providing and fixing M.S.inspection door of size 600 cms x 600 cms including M.S.Frame size 50*50*6mm and shutter of 3mm thickness with hinges at top and locking arrangements painting with all lead and lift etc, as per specification and as directed by the Engineer in charge.
1
-
1818
Providing and fixing guage with iron sheet of 3mm to 4mm thickness, 0.23Mtr width with copper floats indicator and flexible nylon wires, painting figures with approved enamelled paint with all lead and lift etc., complete (For 5m deep) with all lead and lift etc, as per specification and as directed by the Engineer in charge.
1
-
11248
KSRB 6-2.3: Providing and constructing burnt brick masonry in cement mortar with approved quality non-modular bricks of standard size of class designation 5.0 newton per Sq mm (table moulded) with cement mortar 1:6 for basement and superstructure including cost of materials,labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
5.31
-
36660.24
KSRB 15-3.14: Providing 12 mm 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, including cost of materials, labour,curing with all lead and lift etc, as per specification and as directed by the Engineer in charge.
31.48
-
7177.44
KSRB 15-3.11: Providing 20 mm thick cement plaster in single coat with cement mortar 1:4, to stone masonry and concrete surface including rounding off corners wherever required smooth rendering including, : Providing and removing scaffolding, including cost of materials, labour,curing with all lead and lift etc, as per specification and as directed by the Engineer in charge.
23.1
-
5243.7
KSRB 14.3.4 : Providing precast chequered mosaic tiles white color for steps and flooring, 20 mm thick, using marble chips of 7 t o10 nominal size laid on a 12 mm thick cement mortart 1:3 mix, and jointed with neat cement slurry mixed with pigment to match the shade of tiles rubbing, polishing, oxalic acid wash, wash polish, including cost of material, labour, curing, complete as per specifications. Specification no KBS 14.13,14.14 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
5.7
-
7079.4
Providing and fixing 65mmx125mm 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 2.0mm. 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 on 6 locations for high screw holding capacity for fixing metalling hold fast and shall be consolidated by filling with medium density foam/Plaster of Paris with fibre reinforcement. Six Numbers of 260mmx25mmx5mm size S shaped M.S. flat hold fast shall be provided with the frame with all lead and lift etc, as per specification and as directed by the Engineer in charge.
5.8
-
3190
Providing and fixing factory made single leaf rigid GRP Sandwich composite door shutter of 40 mm thick, laminated with two GRP skins with wood grain finish, fabricated using U.V-stabilized Isopthalic Gelcoat and one layer of 450 gns E-Glass Chopped Strand Mat (CSM), impregnated with orthopthalic polyester resin. The thickness of the skins shall not be less than 1.5mm. Expanded Polystyrene (EPS) structural foam panel of 37mm 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 lessthan 36mmx32mmand 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 reinforement 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 confiramation to IS 4020-1994. The finish of shutter will be plain coulur White/ IVORY/ Beige/ Light Grey or any other colour using high quality pigments. Excluding cost of fixtures and inclusive of supply of shutters to respective work spot with all lead and lift etc, as per specification and as directed by the Engineer in charge.
1.68
-
6384
KSRB 7.10 : Providing and fixing in position aluminium windows and ventilator as per approved drawing with sliding shutters using double track window frame section of size 61.85x31.75 with 1.2mm thick, bottom section weight 0.695kg/m, sides and top sections 1.3mm. thick weight 0.659kg/m, sides and top sections 1.3mm thick weight 0.659 kg/m; and shutter comparing top and bottom section of size 40mmx18mm, 1.25mm thick 0.417kg/m; shutter outer side 40mmx18mm, 1.25mm thick 0.417kg/m, shutter interlock section 40mmx26.7mm, 1.1mm thick, weight 0.467kg/m. the shutter mounted on nylon rollers with approved quality of fixtures such as aluminium handles tower bolts etc. and providing and fixing 5.5mm thick plain glass for shutters fitted with rubber beading aluminium section including cutting to required length, joints mitred sub dividing the frame tenonned and rivetted in the assembled frame stiffened with end clips at corners angles etc., and fixed to the walls, lintels, floor beams/ cills as the case may be with necessary steel screws, rowl plugs, or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar, aluminium sections pretreated for removal of any specification No KBS- do- Using aluminium section anodized to 12-15 microns with all lead and lift etc, as per specification and as directed by the Engineer in charge.
2
-
8524
Providing and fixing R.C.C final and ventillators 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 brist 22.50 cas height to be covered with RCC paneling as per drawing with all specification complet . For tanks upto 2.50 lakh liters capacity with all lead and lift etc, as per specification and as directed by the Engineer in charge.
1
-
5776
Disinfection unit (chlorination unit) with all lead and lift etc, as per specification and as directed by the Engineer in charge.
1
-
500000
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