Mysore University 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.

Mysore University Tender

Opening Date26 Sep 2019
Closing Date24 Oct 2019
Tender Amount₹ 10,42,60,783 
This is an estimated amount, exact amount may vary.
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Costs

Summary

Package Works For The Work Of 1. Renovation & Upgradation To A, B & C Wings Of P.g. Gents Hostel Block-ii 2. Extension Of Class Rooms And Administrative Blocks At Sir M.v. P.g Centre, Tubinikere 3. Extension Of Class Rooms And Administrative Blocks At P.g Centre, Hemagangotri 4. Construction Of Class Rooms And Laboratories For Department Of Bio-technology In Manasagangotri Campus, 5. Construction Of Proposed Second Floor Over Existing First Floor @ Nss Bhavana, Mysore

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BOQ Items

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Lift 1.5-3.0 m

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Lift 4.5-6.0 m

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Excavation in soft rock without blasting including boulders up to 0.6 m dia (0.113 cum) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery, labour etc. complete with lead up to 50 m and lift up to 1.50 m.

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(SR Item.No. WRD:4.2, P.No.75, for 2016-17)

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Lift 13.5 m to 15.00 m

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Excavation in Soft Rock requiring Blasting including boulders upto 0.60m dia(0.113 cum) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, amchinery, labour etc. complete with lead upto 50 m and lift upto 1.5m

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(SR Item.No. WRD:4.3, P.No.75, for 2016-17)

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Lift 10.50 m to 12.00 m

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Lift 12.00 m to 13.50 m

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Lift 13.50 m to 15.00 m

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Excavation in hard rock of all toughness by blasting including boulders above 0.6 m dia. (0.113 cum) for foundations of canal cross drainage and other appurtenant structures deploying jack hammer for drilling holes and placing the excavated hard rock neatly in specified dump area or stack yard as directed including cost of all materials, machinery, labour etc. complete with lead up to 50 m and lift up to 1.50 m.

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(SR Item.No. WRD:4.4.1, P.No.75, for 2016-17)

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Lift 0-1.5 m

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Lift 1.5-3.0 m

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Lift 10.5-12.00 m

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Lift 12.00-13.50 m

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Excavation in all kinds of soil including boulders upto 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains / catchwater drains etc. and placing the excavated stuff neatly in dump area or for the formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile, , etc. complete with lead up to 1 km and depth of cut upto 18 m.

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From Nala Training

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(SR Item.No. WRD: 3.1, P.No.54, for 2016-17)

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Providing semi-pervious/ pervious casing embankment with soil from approved borrow areas in layers of 250 to 300 mm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sortingout, transporting, spreadin

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From Nala Training

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(SR Item No.WRD:3.8, P No 55-56 for 2016-17)

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Excavation in soft rock without blasting including boulders upto 0.6m diameter (0.113 cum) for canals, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile, etc., complete with lead upto 1 km and depth of cut upto 18 m.

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From Nala Training

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(SR Item.No. WRD: 3.3, P.No.54, for 2016-17)

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Providing casing embankment using semi-pervious/ pervious soil collected in embankment area in heaps as part of disposal of excavated soil from canal in layer of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as spreading soil in layer of specified thickness, sorting-out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated by power roller etc., complete with lead upto 1 Km for water.

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From Nala Training

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(SR Item No.WRD:3.13, P No 57 for 2016-17)

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Excavation in soft rock requiring blasting including boulders above 0.6m upto 1.2m dia for canal, seating of embankment, filter drain / Catch water drains etc., and placing the excavated rock in dump area or formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile, etc., complete with lead upto 1 Km and depth of cut upto 18m.

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From Nala Training

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(SR Item.No. WRD: 3.5, P.No.54-55, for 2016-17)

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Providing and laying insitu vibrated M-10 (28 days cube compressive strength not less than 10 N/Sqmm) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc. complete with lead up to 50 m and depth of foundation upto 1.5m from surface.(Cement content : 220kg/cum with use of super plasticiser)

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(SR Item.No. WRD:4.10, P.No.77 for 2016-17)

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Lift 0-1.5 m

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Lift 9.0-10.5 m

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Providing and laying insitu vibrated M-15 (28 days cube compressive strength not less than 15 N/sqmm) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for gravity type retaining walls / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and lift upto 1.5m from from surface. (Cement content: 240 kg/cum with use of super plasticiser) Note: If water is to be brought from other place add only lead charges at 500 ltr per cum of concrete.

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(SR Item No.WRD:4.26.2, P No 82, for 2016-17)

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Lift 0-1.5 m

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Lift 1.5-3.0 m

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Lift 3.0-4.5 m

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Lift 4.5-6.0 m

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Providing and laying insitu vibrated M-25(28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for columns/bracings of aqueduct sub-structure deploying batching plant, transit mixer and concrete pump including cost of all materials, labour, machinery, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 1 km and all lifts ( Cement content : 370 kg / cum with use of super plasticiser )

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(SR Item.No. 4.36.3, P.No 87, of WRD, for 2016-17)

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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 aggregates for Piers deploying batching plant, transit mixer and concrete pump including cost of all materials, labour, machinery, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 1 km and all lifts ( Cement content : 370 kg / cum with use of super plasticiser )

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( SR Item.No.WRD:4.36.1, P.No.86-87 for 2016-17)

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KSRRB M2200-5.12. Design mix M25 with OPC cement @ 340 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.7 cum and fine aggregates @ 0.47 cum, with superplastisiser @6lts confirming to IS9103-1999 Reaffirming-2008

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(PWD SR, Item No. KSRRB M2200-5.12.(iii), Sl.no.28.7.12, P.no. 223, for year 2016-17)

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i) Height upto 5.0m

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(PWD SR, Item No. KSRRB M2200-5.12.(iii), Sl.no.28.7.13, P.no. 224, for year 2016-17)

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iii)Upto 10.0m Height

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(PWD SR, Item No. KSRRB M2200-5.14., Sl.no.28.7.14, P.no. 224, for year 2016-17)

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iii) above 10.0m Height

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Providing and laying insitu vibrated M-30 (28 days cube compressive strength not less than 30 N/sqmm) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for RCC troughs for aqueducts deploying batching plant, transit mixer and concrete pump including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 1Km and all lift with height of scaffolding upto 4.5m from surface (Cement content : 370+60=430 kg/cum with use of super plasticiser)

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Derived from (SR Item.No. 4.37, P.No 87, of WRD, for 2016-17)

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Lift 0-4.5 m

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Lift 6.0-7.50 m

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Lift 7.5-9.00 m

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Lift 10.50 m to 12.00m

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Lift 12.00 m to 13.50m

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Lift 28.50 m to 30.00m

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KSRRB M2100-17.1. Plain/ Reinforced Cement Concrete Design mix M25 with OPC cement @ 340 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.7 cum and fine aggregates @ 0.47 cum, with superplastisiser @ 3lts confirming to IS9103-1999 Reaffirming-2008, Open Foundation complete as per drawing and Technical Specifications. Case-I: Using Concrete Mixer.MORTH Specification No.1500,1700 & 2100

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(PWD SR, Item No. KSRRB M2100-16.1.(iii), Sl.no.27.30, P.no. 219, for year 2016-17)

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For all Lifts

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KSRRB M2300-5.1. Furnishing and placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and technical specification complete as per specifications. B. RCC with OPC cement design mix M30 @ 360 kgs, with 20mm and down size graded g

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Lift 0.00 m to 5.00m

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Lift 5.00 m to 10.00m

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Lift 10.00 m to 15.00m

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Providing and laying insitu vibrated M-25(28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for Columns/bracings of aqueduct sub structure deploying batching plant, transit mixer and concrete pump including cost of all materials, labour, machinery, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 1 km and all lifts ( Cement content : 370+30=400 kg / cum with use of super plasticiser )

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(Derived from SR Item.No.WRD:4.36.3, P.No.85 for 2014-15)

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With all Lifts

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Lift 1.50 m to 3.00m

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Lift 3.00 m to 4.50m

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Lift 7.50 m to 9.00m

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Lift 10.50 m to 12.00m

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Lift 12.00 m to 13.50m

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Lift 15.00 m to 16.50m

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Lift 16.50 m to 18.00m

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Lift 22.50 m to 24.00m

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Lift 25.50 m to 27.00m

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Construction of RCC Railing of M30 Grade in-situ using granite/trap/basalt aggregates of size not exceeding 12mm and down and clean sieved approved sand mixing in concrete mixer 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 2000mm,leaving adequate space between vertical post for expansion,complete as per approved drawing No. SD-202 including cost of all materials,labour,form work,cpst of steel and frabrication charges,casting,handling,transporting,loading,unloading,lead, lifts,fixing in positionetc., complete except lead for steel & cement.

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(SR Item No.NH circle Bangalore:14.07, page 183 for 2014 - 15)(Ref. to MOSRT & H specification-2703,1500,1600 & 1700)

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KSRRB M2300-3.1. Furnishing and placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and technical specification complete as per specifications. B. RCC with OPC cement design mix M25 @ 340 kgs, with 20mm and down size graded g

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Providing and laying insitu vibrated M - 15 (28 days cube compressive strength not less than 20N/Sqmm) grade cement concrete using 20 mm downsize approved, clean, hard, graded aggregates for sub-structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc. complete with lead upto 50m and lift upto 1.5 m from surface.

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(SR Item.No. WRD:4.15, P.No.78, for 2016-17)

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Providing and filling murrum / gravelly soil (CNS soil) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc. complete with lead up to 50 m and all lifts.

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(SR Item.No. WRD:4.53, P.No.92 for 2016-17)

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KSRRB M2300-5.1. Furnishing and placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and technical specification complete as per specifications. B. RCC with OPC cement design mix M30 @ 360 kgs, with 20mm and down size graded granite metal coarse aggregates @0.69 cum and fine aggregate @ 0.46 cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, Case-I : Using Concrete Mixer MORTH Specification No. 1500, 1600 & 1700

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(PWD SR, Item No. KSRRB M2300-5.1.(iii), Sl.no.29.9.2, P.no. 231, for year 2016-17)

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Height 5 m to 10 m

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Lift 1.5-3.0 m

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Lift 3.0-4.5 m

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Lift 4.5-6.0 m

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Lift 6.0-7.50 m

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Providing and fixing 25 mm dia 2.50 m long cold twisted deformed steel anchor rod with 1.25 m length driven into 38 mm dia hole drilled in bed rock and remaining length embedded in concrete / masonry including cost of all materials, machinery, labour, drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod etc., Complete with all lead upto 50 m and all lifts ,as directed by engineer incharge.

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(SR Item.No. WRD:4.5, P.No.76, for 2016-17)

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Providing, fabricating and placing in position reinforcement steel bars for RCC works including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25 mm dia soft annealed steel wire, etc. complete with lead up to 50 m and all lifts.

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(SR Item.No. WRD:4.6, P.No.76, for 2016-17)

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KSRRB M2300-15. High tensile steel wires/ strands including all accessories for stressing, stressing operations and grouting completes as per drawing and Technical Specifications complete as per specifications MORTH Specification NO 1800

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(SR Item.No. 29.30, P.No.232, of PWD,Belgaum Circle, for 2015-16)

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KSRRB M2800-13 Neoprene Bearing Completed as per Technical Specification Complete as per Specifications MORTH Specification No.2810.

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(SR Item.No.33.16.2, P.No.244, of PWD,Belgaum Circle, for 2015-16)

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Above pier

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Providing and fixing 20 mm thick 100 mm depth tarfelt expansion joint filler boards for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads and lifts.

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(SR Item No.WRD:3.49, page 62 for 2014 - 15)

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Supplying,fitting and fixing in position true to line and level POT-PTFE Bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder,sealing rings,dust seals, PTFE surface sliding against stainless steel mating surface,complete assembly to be of casr steel/ fabricated structural steel,metal and elastomer elements to be as per IRC:83 part I & II respectively and other parts conforming to BS:5400,section 9.1 & 9.2 and clause 2006 of MOSRT & H specifications complete as per drawing and Technical specifications

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`(SR Item No.NH circle Bangalore:13.16, page 171 for 2014 - 15)(Ref. to MOSRT & H specification-2000 & 2200)

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Providing and fixing 30 mm thick 100 mm depth tarfelt expansion joint filler boards for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads and lifts.(including MS plates cladings with nets and bolts 6mm thick and 100 mm wide)

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Derived from(SR Item No.WRD:3.49, page 64 for 2016 - 17)

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Providing and constructing contraction joints by fixing 230 mm wide central bulb type PVC water stop in single line supported by 10 mm dia steel dowel rods on either side at 1 meter interval including cost of all materials,machinery ,labour,vulcanizing joints etc., complete with all leads and lifts.

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(SR Item.No.2.40, P.No.42, of WRD, for 2016-17)

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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 complete as per specifications.

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(PWD SR Item No.34.6.2, P.no.253, for 2016-17)

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For 750mm Dia

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For 450mm Dia

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For 600mm Dia

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For 1200mm Dia

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Providing and fixing in position 20 mm thick premoulded joint filter in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and techincal specification MORTH Specification no.2605

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(PWD SR, Item No. KSRRB 2600-4(iii), Sl.no.31.4, P.no. 237, for year 2016-17)

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600mm with smaller size towards the soil and the bigger

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(PWD SR Item No. 28.13, P.No.225 for 2016-17)

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Providing and laying insitu vibrated M-25 (28 days cube compressive strength not less than 20 N/Sqm) grade cement concrete using 20 mm down approved clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, form work, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc. complete with lead up to 50 m and all lifts. (Cement content: 330 kg/cum with use of super plasticiser)

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( Derived SR Item.No. WRD:4.31, P.No.84-85, for 2016-17)

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KSRRB M2300-3.1. Furnishing and placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and technical specification complete as per specifications. C. RCC with OPC cement design mix M20 @ 320 kgs, with 20mm and down size graded granite metal coarse aggregates @0.69 cum and fine aggregate @ 0.46 cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, Case-I : Using Concrete Mixer MORTH Specification No. 1500, 1600 & 1700

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(PWD SR, Item No. KSRRB M2300-5.1., Sl.no.29.3, P.no. 231, for year 2016-17)

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Providing and placing Bituminous Felt Paper of the thickness specified for functioning as the bearing surface for the road slab on abutments and piers after rubbing their tops smooth.

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(PWD SR Item No. 0031 of Page IV for 2016-17)

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Providing and constructing 300 mm thick size stone pitching using 200 to 250 m size stones with pin headers at 2 per sqm set in CM 1:5 proportion by volume with pointing joints in CM1:3 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

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( SR Item.No. WRD:3.65, P.No.66, for 2016-17)

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Providing semi-pervious/ pervious casing embankment with soil from approved borrow areas in layers of 250 to 300 mm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sortingout, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated by power roller etc., complete with initial lead upto 1 Km and all lifts.

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(SR Item No.WRD:3.8, P No 55-56 for 2016-17)

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Providing and laying insitu M-25 (28days cube compressive strenght not less than 25N/sq mm) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning,batching,mixing,placing in position in alternate panels as directed, levelling, compacting, finishing, curing,packing joints with asphalt mortar ets.,complete with lead upto 1 km and all lifts.

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(SR Item No.WRD:2.23, P No 39 for 2016-17)

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Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift gate (with top seal) consisting of Skin plate, horizontal and vertical girders, stiffeners, lifting pins, bronze padded slide blocks, guide shoes, rubber seals, clamps etc., with all accessories for canal escape/ regulator vent including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coats of zinc rich epoxy primer and three coats of cold appiled coal tar epoxy paint, seal fixing etc.,complete as per specifications and approved drawings with lead upto 1 Km and all lifts for structural steel components and all leads and lifts including packing / forwarding charges for other materials.

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(SR Item.No.WRD:7.31, P.No.142-143, for 2016-17)

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Design, fabrication, supply, erectionand commissioning of adequate capacity screw type hoist consisting of supporting structure, platform, railing, ladder etc, with all accessories for operating canal escape/ regulator stoploggate including cost of all materials, machinery, labour, cutting, aligning,achoring, welding, finishing, cleaning, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enarnel paint etc.,complete as per specifications and approved drawings with lead upto 1 Km and all lifts for structural steel components and all leads and lifts including packing / forwarding charges for other materials.

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(SR Item.No.WRD:7.32, P.No.143, for 2016-17)

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Providing and constructing contraction joints by fixing 230 mm wide central bulb type PVC water stop in single line supported by 10 mm dia steel dowel rods on either side at 1 meter interval including cost of all materials,machinery ,labour,vulcanizing joints etc., complete with all leads and lifts.

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(SR Item.No.2.40, P.No.42, of WRD, for 2016-17)

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Design, fabrication, supply, erectionand commissioning of embedded parts(with top seal seat) consisting of sil beam, wheel tracks, seal seats, guide rails, gate groove liners etc., with all accessories for vertical gate for canal escape/ regulator stoploggate including cost of all materials, machinery, labour, cutting, aligning,achoring, welding, finishing, cleaning, applying one coats of zinc rich epoxy primer and three coats of cold appiled coal tar epoxy paint, seal fixing etc.,complete as per specifications and approved drawings with lead upto 1 Km and all lifts for structural steel components and all leads and lifts including packing / forwarding charges for other materials.

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(SR Item.No.WRD:7.30, P.No.142, for 2016-17)

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Providing and constructing rockfill embankment using 300 mm down graded stones and quarry spalls from approved source including cost of all materials, machinery , labour, spreading stones and spalls in layers, hand packing, wedging, finishing the surface to reqiured slopes as per approved drawings etc,. complete with lead upto 1 km and all lifts .

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(SR Item No.2.47 page 42 of WRD, for 2014-15)

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Providing and fixing 200 x 200 x 750 mm size roughly dressed boundary/ demarcation/ chainage/ arrow stones including cost of all materials, labour, engraving marks, excavating pit, fixing in position, murum filling etc., complete with lead upto 50 m and all lifts.

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(SR Item.No.WRD: 8.12, P.No.153, for 2016-17)

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Providing and filling murrum / gravelly soil (CNS soil) above pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc. complete with lead up to 50 m and all lifts.

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(SR Item.No. WRD:4.54, P.No.92 for 2016-17)

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Providing casing embankment using semi-pervious/ pervious soil collected in embankment area in heaps as part of disposal of excavated soil from canal in layer of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as spreading soil in layer of specified thickness, sorting-out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated by power roller etc., complete with lead upto 1 Km for water.

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(SR Item No.WRD:3.13, P No 57 for 2016-17)

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Constructing embankment for road formation and at other locations wherever specified using murrum from approved borrow area in layers of 25 cm thickness(before compaction) including cost of all materials, machinery, albour, excavation of side gutters, collection of murrum, spreading in layer of specified thickness, sorting out, breaking clods, sectioning top surface to specified camber and sides to required slope, watering and compaction by power roller to achieve specified density control etc., complete with lead upto 1km and all lifts

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(SR Item No.5.50 page 111 of WRD, for 2016-17)

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Supplying HDPE pipes confirming to IS 4984:1995 with latest amendments and conveying to work site including loading and un-loading 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 arrangment for prcuring water for testing)

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( KUWSB SR 2015-16, P No. 123, Item No. 50(1)-1-4)

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Supplying, laying, jointing, testing and commissioning of GI pipes conforming to IS1239:1990 with latest amendments including fixing collars, elbows, tees, bends, gland cocks and other fittings (excluding cost of specials) with cuts and threads wherever necessary including conveying the materials to workspot including testing for water tightness, with all lead & lifts (contractor will make his own arrangements for procuring water for testing) (0f dia 100 mm of medium duty)

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( KUWSB SR 2015-16, P No. 27, Item No. (1)-2-9)

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Providing and constructing uncoursed rubble stone masonry in Cm 1:5 proportion by volume for Canal side lining using stones and stone chips from approved quarry including cost of all materials, machiner, labour, batching, mixing mortar, packing mortar into joints, wedging stone complete with lead upto 50m and all lifts.

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( SR Item.No. WRD:3.57, P.No.65, for 2016-17)

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Providing and laying insitu vibrated M-15 (28 days cube compressive strength not less than 15 N/sqmm) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature, finishing side slopes, curing, etc., complete with lead upto 50 m and all lifts. (Cement content: 270 kg/cum with use of super plasticiser)

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(SR Item.No. WRD: 3.32.1, P.No.61, for 2016-17)

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KSRB 4.2.7: Providing and laying in position plain cement concrete of design mix M25 with OPC cement @340 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.70 cum and fine aggregates @ 0.47cum, with super plastisiser @ 3 lts confirming to IS9103-1999 reaffirmed-2008, machine mixed , concrete laid in layers not exceeding 15 cms thick, vibrated for all works in ground floor level for roof slab, staircase, lintels and beams retaining walls, return walls, walls(any thickness) including attached pilasters, columns, lintels, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications. Specification No. KBS 4.1, 4.6

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(PWD SR, Item No. KSRB , Sl.no.4.12, P.no. 13, for year 2016-17)

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Providing Weep Holes in black masonry/plain/ reinforced concrete abutment, wingwall,/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawings and technical specifications.

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(PWD SR Item No. 28.10, P.No.216 for 2015-16)

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Providing and constructing 500 mm thick vertical or inclined graded filter media consisting of 150 mm thick sand layers and 200 mm thick 20 mm down coarse aggregate layer using approved materials satisfying specified creteria including cost of all materials, machinery, labour, laying to specified slope, compaction etc., complete as per specifications and approved drawings with lead upto 50m and all lifts.

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(SR Item.No. WRD:3.20, P.No.58 for 2016-17)

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KSRRB M2100-16.1. Plain/ Reinforced Cement Concrete Design mix M25 with OPC cement @ 340 kgs, with 40mm and down size graded granite metal coarse aggregates @ 0.7 cum and fine aggregates @ 0.47 cum, with superplastisiser @6lts confirming to IS9103-1999 Reaffirming-2008, Open Foundation complete as per drawing and Technical Specifications.D. PCC Grade M-25. Case-I: Using Concrete Mixer.MORTH Specification No.1500,1700 & 2100

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(PWD SR, Item No. KSRRB M2100-16.1.(iii), Sl.no.27.28, P.no. 219, for year 2016-17)

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Providing and laying insitu vibrated M-15 (28 days cube compressive strength not less than 15 N/sqmm) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including Cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, placing in position, levelling, vibrating, finishing, curing etc.,complete with lead 50m and all lifts. (Cement content:270 kg/cum with use of super plasticiser)

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(SR Item.No. WRD: 3.34, P.No.61, for 2016-17)

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KSRRB M2300-3.1. Furnishing and placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and technical specification complete as per specifications. B. RCC with OPC cement design mix M25 @ 340 kgs, with 20mm and down size graded granite metal coarse aggregates @0.7 cum and fine aggregate @ 0.47 cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, Case-I : Using Concrete Mixer MORTH Specification No. 1500, 1600 & 1700

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(PWD SR, Item No. KSRRB M2300-3.1.(iii), Sl.no.29.5.1, P.no. 229, for year 2016-17)

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KSRRB M2700-3. Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true the line and grade, tolerance spacing between vertical 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 complete as per specifications.MORTH Specification No.2703,1500,1600 & 1700.

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(PWD SR, Item No. KSRRB M2700-3, Sl.no.32.3, P.no. 246, for year 2016-17)

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KSRRB M2200-13 Neoprene Bearing Completed as per Technical Specification Complete as per Specifications MORTH Specification No.2000 & 2200

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(SR Item.No.28.17, P.No.226, of PWD, for 2016-17)

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KSRRB M2300-14 supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications complete as per specifications MORTH specification No.1600

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(PWD SR, Item No. KSRRB M2300-TMT/MS Bar reinforcement Sl.no.29.29.2, P.no. 238, for year 2016-17)

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KSRRB M2300-3.1. Furnishing and placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and technical specification complete as per specifications. B. RCC with OPC cement design mix M25 @ 340 kgs, with 20mm and down size graded granite metal coarse aggregates @0.7 cum and fine aggregate @ 0.47 cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, Case-I : Using Concrete Mixer MORTH Specification No. 1500, 1600 & 1700

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(PWD SR, Item No. KSRRB M2300-3.1.(iii), Sl.no.29.5.3, P.no. 229, for year 2016-17)

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600mm with smaller size towards the soil and the bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification complete as per specifications (MORTH specification no.2504.2.2)

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(PWD SR Item No. 28.13, P.No.225 for 2016-17)

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Providing and laying in-situ vibrated M-10 (28 days cube compressive strength not less than 10 N / sq mm) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates crushed from tunnel excavated rock for filling and levelling over cuts in bed due to geological faults etc., including cost of all materials, machinery, labour, ventilation, lighting, drainage, cleaning bed, batching and mixing concrete, conveying upto placing point in agitator car, placing in position, levelling, compacting, finishing,curing and all other ancillary operations etc,. complete with lead upto 1Km and all lifts.

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(SR Item No. WRD: 6.16, page 125, for 2016-17)

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Providing and laying insitu vibrated M-35 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 20 mm down approved clean, hard, graded aggregates crushed from tunnel excavated rock for Kerb and bed linling including cost of all materials, machinery, labour, ventilation, lighting, drainage, formwork, batching and mixing concrete, conveying upto placing point in agitator car, placing in position, levelling, vibrating, finishing, curing and all other ancillary operations etc., complete with lead upto 1Km and all lifts.

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Dervied from SR Item No.WRD: 6.17, page 126, for 2016-17

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Providing and laying insitu vibrated M-35 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 20 mm down approved clean, hard, graded aggregates crushed from tunnel excavated rock for sides and arch linling including cost of all materials, machinery, labour, ventilation, lighting, drainage, formwork, rail mounted shuttering gantry, batching and mixing concrete, conveying upto placing point in agitator car, placing in position, levelling, vibrating, finishing, curing, and all other ancillary operations etc., complete with lead upto 1Km and all lifts.

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Dervied from SR Item No.WRD: 6.18, page 126, for 2016-17

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Drilling 35 mm diameter grout holes in concrete/ rock by percussion drilling using jack hammer or stooper drills as directed to specified depth for consolidation / contact grouting including cost of all materials, machinery, labour, ventilation, lighting, drainage, cleaning holes, and all other ancillary operations etc., complete .

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(SR Item No.WRD:6.19, page 126, for 2016-17)

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Grouting cement slurry in grout holes under specified pressure for consolidation / contact grouting including cost of all materials, labour, machinery, ventilation, lighting, drainage, redrilling wherever necessary, and other ancillary operations etc.,complete with lead upto 1Km and all lifts.

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(SR Item No.WRD: 6.20, page 126, for 2016-17)

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Drilling 75 mm diameter drainage holes vertical or inclined in rock / concrete in tunnel by percussion drilling using waggon drill or other suitable drilling equipment including cost of all materials, machinery, labour, ventilation, lighting, drainage etc.,Complete.

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(SR Item No.WRD: 6.21, page 126, for 2016-17)

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Providing and laying Hariyali or other approved quality turfing sods for slopes of earthen embankment over 20 mm thick fine sand backing including cost of all materials, machinery, labour, preparing surface,spreading and tamping sand, watering for 15 days etc., complete with lead up to 1km and all lifts.

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(SR Item No. WRD: 2.63, page 46 of WRD, for 2016-17)

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Clearing thin jungle growth (more than 50 % open space) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same with complete with all lead & lifts as directed by Engineer - in - Charge of the work.

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(SR Item No.WRD: 8.1.1, page 151, for 2016-17)

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Excavation in hard rock of all toughness by blasting including boulders above 0.6m dia (0.113 cum) for canals, cut-off trench of embankment, filter / catch water drains etc., minimising damage to side slopes of canal in water prism area by adopting any one or combination of line drilling / pre - splitting / smooth blasting techniques including cost of all materials , machinery ,labour and placing excavated rock neatly in approved dump area as directed including cost of all materials, machinery, labour, levelling bed etc., complete with lead upto 1 km and depth of cut upto 18 m.

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(SR Item.No. WRD: 3.6.1, P.No.55, for 2016-17)

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KSRRB M2200-6 supplying fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications complete as per specifications MORTH specification No.1600&2200

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(PWD SR, Item No. KSRRB M2200-TMT/MS Bar reinforcement Sl.no.28.8.2, P.no. 225, for year 2016-17)

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KSRRB M300- Planting of trees and their maintanance for one year KSRRB M-300-9 planting of trees by the road side(avenue trees)in 0.6m dia holes 1 mtr deep dug in the grong,mixing the soil with decayed farm yard/sludge manure planting the saplings back filling the trench watering fixing the tree guard and maintaining the plants for one year complete as per specification MORTH SPECIFIICATION NO 307

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(Item No 19.88, pg No 151 PWD SR of Dharvad 2016-17)

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KSRRB M-300 -17 Makin tree guard 53 cm dia and 2mtr high as per design from empty bitumen drums,slit suitably to permit sun and air( supplied by the department at stock issue rate) including providing and fixing four legs 40 cm long of 30x3 mm MS riveted to tree guard and providing and fixing 52 nos MS sheet rings 50 x 0.5 mm with rivets complete in all respects complete as per specifications.

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(Item No 19.96, pg No 152 PWD SR of Dharvad 2016-17)

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(PWD SR, Item No. KSRRB M2300-3.1.(iii), Sl.no.29.5.2, P.no. 229, for year 2016-17)

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Lift 3.00 m to 4.50m

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Lift 4.50 m to 6.00m

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Lift 6.00 m to 7.50m

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Lift 7.50 m to 9.00m

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Lift 9.00 m to 10.50m

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Lift 10.50 m to 12.00m

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Lift 12.00 m to 13.50m

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Lift 13.50 m to 15.00m

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Lift 15.00 m to 16.50m

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Lift 16.50 m to 18.00m

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Lift 18.00 m to 19.50m

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Lift 19.50 m to 21.00m

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Lift 21.00 m to 22.50m

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Lift 22.50 m to 24.00m

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Lift 24.00 m to 25.50m

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Lift 25.50 m to 27.00m

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Lift 27.00 m to 28.50m

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Lift 28.50 m to 30.00m

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Height 5.0 m to 10 m

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