Karnataka Neeravari Nigam Limited 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.
Costs
EMD
₹ 2,16,000Document Cost
Refer DocumentsTender Fee
₹ 3,590
Description
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Contact
Tender Id
KNNL/2024-25/RD/WORK_INDENT1380Tender No
KNNL/2024-25/RD/WORK_INDENT1380Tender Authority
Karnataka Neeravari Nigam Limited ViewPurchaser Address
-Website
http://http://knnlindia.com/
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Documents
BOQ Items
code04 - Solid Slab Superstructure
Providing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. RCC/PSC with OPC design mix M25 @ 3400kgs, with 20mm and down size graded granite metal coarse aggregates @0.67cum and fine aggregates @ 0.44cum, 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. MORTH Specification No. 1500,1600 & 1700,& 2300 IS 456.
Height above 5 to 10 m and complete and as directed by Engineer-in-charge.
153.39
8856
1358478.5943
code05 - Super Structure Steel:
KSRRB M2300-14. Providing T.M.T. steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 1600 & 2200 TMT Bars Fe 500 with all lead & lifts complete and as directed by Engineer-in-charge.
10.45
98413
1028422.329
code06 - Providing and laying 3mm thick asphalt seal pad made of actatic polypropylene polymer (app) modified bituminous pad reinforced with non woven polyester mat of high bear strength as a carrier (confirming to ASTM - D6222 (S) Specification) on concrete bridge deck slab including cost of materials, labour, HOM complete as per specifications.with all lead & lifts complete and as directed by Engineer-in-charge.
165
503
82999.95
code07 - KSRRB M2300-16.Providing and laying Cement concrete weaing coat with OPC cement design mix M30 @ 360kgs, with 20mm down size graded granite metal coarse aggregate @0.69cum and fine aggregate @ 0.46cum, and reinforcement at 75kg/cum with superplastisiser @ 3lts confirming to IS9103-1999 Reaffirmed-2008 including cost of reinforcement and complete as per drawing and technical Specifications. MORTH Specification No.2702. with all lead & lifts complete and as directed by Engineer-in-charge.
12.38
14210
175919.8
code08 - KSRRB M2700-2. Construction of precast RCC railing of M-30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2703,1500,1600 & 1700 with all lead & lifts complete and as directed by Engineer-in-charge.
74
2253
166761.22
code09 - KSRRB M2600-5.(iv) Providing and filling JOint sealing compound upto a depth of 1 OOmm as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight complete as per specifications MORTH Specification No. 2605 with all lead & lifts complete and as directed by Engineer-in-charge.
38.4
40
1570.176
code10 - KSRRB M2700-6. PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification complete as per specifications MORTH Specification No. 2700 and complete and as directed by Engineer-in-charge.
6.02
7202
43357.9062
code11 - KSRRB M2700-7. Reinforced cement concrete M30 approach slab including reinforcement @ 70 kg/cum and formwork complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. MORTH specification No.1500, 1700 & 2704 with all lead & lifts complete and as directed by Engineer-in-charge.
11.55
13724
158513.817
code12 - KSRRB M2200- 8.1. Back filling behind abutment, wing wall and return wall Complete as per drawing and Technical Specification including cost of matetrial, labour, HOM of Machineries,complete as per specifications. A. Granular material MORTH Specification No.2204 & 304 with all lead & lifts complete and as directed by Engineer-in-charge.
579.62
1046
606838.9552
code13 - KSRRB M2200-9. Providing and laying Filter Media with granular Material/stone crushed aggregates satisfying the requirments laid doen 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 smaller size towards the soil and bigger size towards the wall and provided over the entire surface behined abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifiacation including cost of materials,labour,HOM complete as per specifications. MORTH specification No. 2504.2.2 with all lead & lifts complete and as directed by Engineer-in-charge.
159.92
2590
414312.74
code14 - KSRRB M2200-8. Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and Technical Specifications complete as per specifications MORTH Specification No.2706 & 2200 with all lead & lifts complete and as directed by Engineer-in-charge.
189.15
182
34449.8895
code15 - KSRRB M200-11.1. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removalof stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness complete as per specifications . II. By Mechanical Means:A. In area of light jungle. MORTH Specification No. 201. and complete with all lead & lifts as directed by Engineer-in-charge.
0.35
22953
8033.7985
code16 - KSRRB M300-59.2. Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction complete as per specifications. Case-II: Compacting original ground supporting embankment.(which includes watering charges & compaction by vibratory roller) MORTH Specification No. 305.3.4 with all lead & lifts complete and as directed by Engineer-in-charge.
3522.82
28
100400.37
code17 - KSRRB M300-14. Earthwork excavation for roadwork in all types of soil by mechanical means including cutting and loading to dippers, trimming bottom and side slopes, in accordance with requirments of lines, grades and cross sections, and transportation with a lead of 1Km and complete as per specifications.MORT &H Technical Specification Clause 301. with all lead & lifts complete and as directed by Engineer-in-charge.
413.91
50
21026.628
code18 - KSRRB M300-15. Excavation for roadway in ordinary rock by mechanical means including cutting and loading in tippers, transporting with a lead of 1km and trimming 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 & lifts complete and as directed by Engineer-in-charge.
77.61
69
5384.5818
code19 - KSRRB M300-16.1. Excavation for roadway in hard rock by mechanical means (blasting prohibited) including breaking rock, loading in tippers and disposing with all lead and lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections complete as per specifications. MORTH Specification No. 301 with all lead & lifts complete and as directed by Engineer-in-charge.
25.87
462
11955.8205
code20 - KSRRB M300-53. Construction of embankment with approved material Gravei/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 & lifts complete and as directed by Engineer-in-charge.
5091.15
563
2870084.901
code21 - 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 as per specifications which includes, watering charges & compaction by vibratory roller) MORTH Specification No. 305 with all lead & lifts complete and as directed by Engineer-in-charge.
103.48
117
12180.6308
code22 - 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 rollercompaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305 with all lead & lifts complete and as directed by Engineer-in-charge.
652.82
593
387435.6136
code23 - Construction of granular sub-base Grading-V as Sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/ trap/basalt material, mixing in a mechanical mix plant at OMC, Carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98% proctor density, complete as per specifications. Clause 401 of MORTH V Revision. with all lead & lifts complete and as directed by Engineer-in-charge.
202.12
2333
471554.0448
code24 - KSRRB M400- Water Bound Macadam, KSRRB M400-14.1. Providing, laying, spreading and compacting cushed stone aggregates of granite I trap I basalt of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with 3-wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite
Type B 11.2mm for grading Ill with all lead & lifts complete and as directed by Engineer-in-charge.
165.13
3112
513945.6581
code25 - 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. MORTH Specification No. 502 with all lead & lifts complete and as directed by Engineer-in-charge.
605.48
42
25508.8724
code26 - 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 of machineries complete as per specifications. MORTH/Revision 5 with all lead & lifts complete and as directed by Engineer-in-charge.
605.48
16
10274.9956
code27 - KSRRB M500-10. Providing and applying tack coat using 80/100 grade bitumen(VG10) in boiler fitted with spray set distributor at the rate of 0.25 kg per sqm on the existing prepared bituminous surface (Primed surface) cleaned with mchancial broom. complete as per specifications. - using bitumen 80/100 on primed surfaces with all lead & lifts complete and as directed by Engineer-in-charge.
605.48
15
9524.2004
code28 - KSRRB 500-11. Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base I binding course including loading of aggregates with F. E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixed material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by smooth wheeled, vibratory & tandem rollers to achieve the desired density, but excluding cost of primer I tack coat & including lead, lift and cost of all materials, labour, HOM complete as per specifications. Clause 504 of MORTH V revision -do- using 120TPHcapacity Asphalt batch mix plant with sensor paver Gr-11 (50 mm to 75 mm) with 3.4% VG-30 Bitumen with all lead & lifts complete and as directed by Engineer-in-charge.
30.27
8136
246281.2605
code29 - KSRRB 500-27. Providing and laying open graded premix carpet of 20mm thick on prepared surface in a single course as wearing course composed of 11.2mm and 13.2mm size stone aggregates 0.027 cum/ sqm premixd with bituminous binder at 1.46kg/sqm in mini hot mix plant 6-10 tonne capacity laying manually and rolling with power roller 8-10 tonne, excluding cost of tack coat, including cost of all materials, labour, HOM complete as per specificationsusing VG 10 (80/100)grade. Clause 510 of MORTH V revision with all lead & lifts complete and as directed by Engineer-in-charge.
605.48
180
109561.606
code30 - KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous 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. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803 with all lead & lifts complete and as directed by Engineer-in-charge.
43.78
531
23270.3834
code31 - KSRRB M800-23.1. Metal Beam Crash Barrier:-Providing and erecting a “W” metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 800.10 complete as per specifications excluding cost of earth work excavation and PCC for fixing. A. Type - A, “W” MORTH Specification No. 810 with all lead & lifts complete and as directed by Engineer-in-charge.
220
2709
596131.8
code32 - Providing and fixing RCC precast guard stones of size 0.23mx0.23mx1.5m casted in cc 1:1.5:3 with 20mm down size aggregates using 10mm dia vertical 4TMT steel rods and 8 mm dia stirrups at 20 em c/c fixed 0.90 m above Ground level using steel moulding, Curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete
1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing enamel painting to exposed faces in alternate black and white strips and painting with reflective paint on top of guard stone with a width of 10 em including cost of all materials, labour, hire charge of machineries complete. (As per drawing) with all lead & lifts complete and as directed by Engineer-in-charge.
36.73
3081
113179.4547
code33 - Manufacturing, supply and installation of rectro reflective HAZARD MARKER SIGN BOARD made out of cube corner micro prisematic grade sheeting confirming to type XI standards of IRC -67 2012 and ASTM T 4956- 09 specification and fixed over 4mm thick Aluminium composite panel sheet having minimum 0.3mm thick alumimium skin on both sides and fixed over back support frame of 25 X 25 X 3mm MS angle frame . supported on round pipe post of 1.5m height and grouted 60cm below ground level. design post should be painted with one coat of redoxide paint and two coats of synthetic enamel paint of black and firmely fixed to the ground by means of foundation with M20 grade cement, concrete foundation size of 45cm X 45cm X 60cm including cost and convencyance of all materails, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory with all lead & lifts complete of the work as directed by engineer incharge .
0.54
5783
3123.171
code34 - KSRRB M300-1. Eath work excavation by manual means for roads, drains and similar work in ordinary soil excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neately after breaking of clods complete as per specification MORTH/ chapter 3 with all lead & lifts complete and as directed by Engineer-in-charge.
55.32
161
8910.3924
code35 - KSRRB M2500-3. Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2504 with all lead & lifts complete and as directed by Engineer-in-charge.
512.88
2901
1488244.4112
code36 - 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 I Boulder
MORTH Specification No. 2504 with all lead & lifts complete and as directed by Engineer-in-charge.
512.88
1998
1024995.8088
code37 - KSRRB M2100 PCC 1 KSRRB M2100-10. Plain cement concrete M10 of mix 1:3:6 with OPC cement @ 220kgs, with crushed 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum, in foundation mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per specifications MORTH Specification No. 2100 with all lead & lifts complete and as directed by Engineer-in-charge.
15.83
6753
106912.4957
code38 - KSRRB M2100-15.1. “KSRRB M2100-14. Plain /Reinforcement Cement Concrete M20 with OPC cement @ 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, in Open Foundation complete as per Drawing and Technical Specifications Case - I : Using Concrete Mixer” MORTH Specification No. 1500,1700 & 2100 with all lead & lifts complete and as directed by Engineer-in-charge.
42.36
6562
278007.8328
code39 - KSRB 4.9.2 : 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 of machinery complete as per specifications. Specification No. KBS 4.6.3 - TMT bars Fe 500 with all lead & lifts complete and as directed by Engineer-in-charge.
1.69
96468
163031.5791
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