Visvesvaraya Jala 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.
Visvesvaraya Jala Nigam Limited - VJNL Tender
Metal Fabrication
Opening Date20 Mar 2021
Closing Date29 Mar 2021
Tender Amount₹ 1,21,65,959
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
VJNL/2020-21/RD/WORK_INDENT1624Bid Award Id
ViewTender No
VJNL/2020-21/RD/WORK_INDENT1624Tender Authority
Visvesvaraya Jala Nigam Limited ViewPurchaser Address
-Website
http://http://vjnl.in/en/
GEM & Bid Advisory Services
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BOQ Items
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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 tables 300.1 and 300.2 for embankment contruction as per technical specification clause 301.5.1 ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
2107.69
-
27147.05
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Construction of embankment with approved materials deposited at site from roady way cutting and excavation from drains and foundation of other structures graded and compacted to meet requirements of table 300.1 and 300.2 as per Technical Specification Clause 301.5 ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
1873.01
-
69001.69
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per TEchnical specification clause 303.1 ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
5574.8
-
1256559.92
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Construction of subgrade and earthern shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirements to table 300.2 with lead upto 1000m as per Technical specification clause 303.1 ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
686.59
-
150335.75
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Construction of granular sub-base by providing well graded materials, spreading in uniform laayers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401 grading III ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
2291.88
-
2636372.48
... More
Providing laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fillup the interstices of coarse aggregates, watering and compacting to the required density grading II as per technical specification clause 405. by manual means ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
759.69
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1911531.98
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Providing laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100KN in stages to proper grade and camber, applying and brooming, stones, screening, binding materials to fillup the interstices of coarse aggregates, watering and compacting to the required density grading III as per specification clause 405.by manual means ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
759.69
-
1977229.97
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Providing and applying primer coat with bitumen emulsion (SS -1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means as per technical specification clause 502 (Low porocity) ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
10038
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618742.32
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Providing and applying tack coat with Bitumen emulsion (RS -1) using emulsion distributor at the rate of 0.25 to 0.35 kg per sqm on the prepared bituminous surfaces cleaned with hydraulic broom as per technical specification clause 503 ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
10038
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120054.48
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Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emlusion to required line grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheel 80-100KN static roller capacity, finished to required level and grades to be followed by seal coat of type B as per technical specification clause 508 Case II by mechanical means using Bitumen ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
10038
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1133691.72
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 by manual means Case II: Type B, Bitumen (S-65) ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
10038
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470481.06
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary kilometer stone (precast) ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
2
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4835.52
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
3
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7229.73
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701. ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
2.7
-
13503.02
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Excavation for structures Earthwork in excavation for structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shorting and bracing removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material. ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
84.83
-
32591.69
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Providing Concrete for Plain/Reinforced concrete in open foundation complete as per drawing and technical Specification Clause 802,803,1202 & 1203 ( P C C grade M10 ) Norminal mix 1:3:6 ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
5.5
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28994.35
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Providing concrete for plain/reinforced cement concrete in open foundation complete as per drawing and technical Specification Clause 802,803, (P.C.C Grade M 15 Nominal Mix (1:2.5:5) ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
14.26
-
73804.77
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 ans 1204 (R.C.C grade M20) ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
25.84
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161655.04
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Supplying filling and placing TMT bars reinfrcement ( Fe 415 ) in substructure complete as per drawing and technical specification Clauses 1002,1005.1010, & 1202 ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
0.712
-
46934.21
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Backfilling behind abutment wing wall and return wall complete as per drawing & technical Specification Clause 1204.3.8 (Granular material) ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
104.54
-
109829.72
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Providing and laying reinforced cement concrete pipe NP3 as per design in single row.Providing and laying reinforced cement concrte pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonry work in head walls and parapets clause 1106. 750mm dia ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
37.5
-
109813.5
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providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1, no fragment weighing less than 25kg. Laid dry complete as per drawing and technical specifications clause 1301. ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
16.99
-
23473.38
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specification clause 1302. Stone/ Boulder ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
18
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24868.8
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ÃÂ Excavation in all kinds of soil including boulders upto 0.60 m diameter ( 0.113 cum ) for canals, seating of embanckment, filter drains / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for formation of service road/embanckment as directed etc.,complete with in initial lead upto 1 km and depth of cut 18 m ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
20.83
-
1770.55
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Providing and laying insitu vibrated M-10 (28days cube compressive strength not less than 10N/sqmm) vibrated cement concrete using 40mm and down size approved, clean hard, graded aggregates for Foundation filling including cost of all materials, machinery, labour formwork, scaffolding, cleaning, batching, mixing, placing in position leveling, vibrating, finishing curing etc., complete with initial Lead upto 50 m and depth of Foundation upto 1.5 m from surface. (cement content 220kg/cum with use of super plasticizer) ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
22.35
-
137004.16
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Providing and laying insitu vibrated M-15 (28days cube compressive strength not less than 15N/sqmm) vibrated cement concrete using 20mm and down size approved, clean hard, graded aggregates for sub-structure works including cost of all materials, machinery, labour formwork, scaffolding, cleaning, batching, mixing, placing in position leveling, vibrating, finishing curing etc., complete with initial Lead upto 50 m and Lead upto 1.5 m from surface. (cement content 270kg/cum with use of super plasticizer) ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
113.99
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846975.34
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Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm) grade cement concrete using 20 mm down size approved,clean, hard, graded coarse aggregates for bed lining of canal including,cost of all materials,machinery,labour, form work including supports, cleaning, batching, mixing, placing in position, levelling vibrating,finishing, curing etc.,complete with initial lead upto 50 m and all lifts ( cement content : 270 kg / cum with use of supper plasticiser ) ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
1.8
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11911.88
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Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm) grade cement concrete using 20 mm down size approved, clean, hard, graded coarse aggregates for side lining of canal including, finishing the junction of bed and sides to required curvature, cost of all materials, machinery, labour, form work including supports, cleaning, batching, mixing, placing in position, levelling vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts ( cement content : 270 kg / cum with use of supper plasticiser ) ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
3.96
-
30566.09
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Providing and laying insitu / vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved,clean, hard, graded coarse aggregates for deck slab and kerb including cost of all,machinery,labour, form work scaffolding ,cleaning, batching, mixing, placing in position, leveling vibrating,finishing, curing etc.,complete with initial lead upto 50 m and all lifts upto 1.5m from surface ( cement content : 330 kg / cum with use of supper plasticiser ) ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
41.69
-
413601.07
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Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending,hooking, lapping, welding wherever required, tying with 1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 50 and all lifts. ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
9728.52
-
708917.25
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Providing pervious / semi pervious casing for breached / damaged portion of embankment with soil from approved dump areas in layers of 100 to 150 mm before compaction including coast of all materials, labour, machinery all operations such as collection of soil, sorting out, spreading soil to specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 95 percent or as stipulated by rolling or by using pneumatic / vibrating plate compactors etc., complete with initial all lead upto 1km and lifts ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
240.01
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66607.58
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Providing and constructing 450 mm thick size stone pitching using 200 3.66. to 250 mm size stones with pin headers at 2 per sqm set in CM 1 : 5 proportion by volume with pointing joints in CM 1 : 3 proportion by volume including cost of all materials from approved source, labour, packing stone chips and mortar into joints,finishing,curing etc.,complete with lead upto 50 m and all lifts. ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
6
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7697.76
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Excavation in all kinds of soil including boulders upto 0.6 m diameter ( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50 m and initial lift upto 1.5 m. ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
122.11
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29916.95
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Kilometre Stone--Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703--200 m stone (precast) ---- .Complete with all leads and lifts as directed by the engineer incharge of the waork
5
-
3234.6
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