Minor Irrigation Department 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
₹ 2,56,000Document Cost
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Description
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Contact
Tender Id
MI/2019-20/BB/WORK_INDENT26492Tender No
MI/2019-20/BB/WORK_INDENT26492Tender Authority
Minor Irrigation Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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Documents
BOQ Items
Providing casing embankment using semi-pervious soil from approved borrow areas in layers of 250 to 300 mm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sortingout, transportation, spreading soil to specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref :Para 3.2 to 4.3.1 & Para 2.4.1 to 2.4.2 of detailed Specification)
1280.75
1280
139
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20N / sq mm ) grade cement concrete using 40 mm down size 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 all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification)lifts. ( Cement content : 220 kg / cum with use of super plasticiser )
1096.75
1096
5398
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 including cost of all materials, machinery, labour, formwork, scaffolding, centering, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete for plain concrete works with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) (Cement content 330 Kg/cum with use of super plasticiser)
314.56
314
5746
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 including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structure, training walls, piers, abutments and such other locations with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification). ( Cement content : 300 kg / cum with use of super plasticiser ).
102.3
102
5032
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 including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structure, training walls, piers, abutments and such other locations with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification). ( Cement content : 330 kg / cum with use of super plasticiser ).
622.46
622
5290
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 deck slab and kerb including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all lead & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) ( Cement content : 380 kg / cum with use of superplasticiser )
96.61
96
8913
Providing and laying insitu 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 wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with all lead & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification)( Cement content :360 kg / cum with use of super plasticiser )
15.69
15
5852
Providing, fabricating and placing in position reinforcement steel for RCC structures including cleaning, straightening, cutting, bending, lapping / welding joints wherever required, tying with 1.25 mm dia. Soft annealed steel wire, including cost of all materials, machinery, labour etc.,complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.8 to 4.8.1 to Sec II C 3.1 to 3.4 of detailed Specification)
26000
26000
66.13
Providing & fixing MS gates of (1.85x1.00) suitable size at thickness MS-plate with sufficient end stiffener (75x40-2no) & horizantal bracings of ISMC 75X40-6no. size including providing rubber guard of ISA 20x20x4 for providing rubber seal(3sides) all suitably welded to MS-plate including providing & fixing of approved quality of sponge rubber of size 25/25mm with machine screw,nuts & bolts of suitable size & providing 16mm dia MS bar handles suitably welded to horizantal bracings including 2 coats of anticorrosive paint over a court of primar etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Relevant IS & Para 4.1 & 4.2 of detailed Specification) gates: 42no.
10242.02
10242
127
Providing & fixing M.S.Channel frames with suitable ISMC 150*75mm to suit the size of gates(1.85X1.00). The side channels with suitable height(3.00) with hold fasts 12mm dia & 0.5m long M.S.bar at 0.5m C/C with suitable size bottom channel including cost of all materials including two coats of anticorrosive paint over a coat of primer etc. complete, with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Relevant IS & Para 4.1 & 4.2 of detailed Specification) vents: 14no.
3255.48
3255
62
Providing and placing sand bags consisting of empty cement bags filled with 35 to 40 kg locally available sand for forming ring bund including packing leakage points with selected earth, cost of all labour, materials etc., completewith all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)
5015.5
5015
50
Filling clayey soil between two rows of sand bags placed for forming ring bund including tamping, plugging leakage points etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)
40.5
40
269
Providing and constructing 75mm dia PVC pipe weep hole for concrete/mossonry walls incluiding providing 200x200x200mm size porous concrete block made of cement and 20mm down course aggregates in 1:4 proportion incluiding 100mm thick sand backing at the juncion of wall and soil backfill,cost of all materials , machinery,labour etc compleate with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.9 to 4.10.4 of detailed Specification)
85
85
296
Providing and fixing 20mm thick compressible fibre board in expansion joint Complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.9 to 4.10.4 of detailed Specification)
51.15
51
148
Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / cover a backing of 150 mm thick 40 mm down graded coarse aggregate layers including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.3 to 4.3.1 and Sec II C3.4 (i) of detailed Specification)
480
480
417
Providing and constructing informatory name board of size 1.75m x 1.75m with Burnt brick masonry in CM 1:6 with non-modular bricks of standard size of class designation 50 (table moulded). The foundation shall be provided with cement concrete M 7.5 fora depth of 1Ocms and with size stone masonry with Cement Mortar 1:6 and coping concrete with cement concrete M 10 as indicated in the drawing. The name board shall be provided with 12mm thick plaster in CM 1:6 on both the sides including rounding of corners. The name board shall be provided with painting with 2 coats of enamel paint. The board shall be fixed as per the drawing and at the place indicated by the Engineering charge of the work. The cost includes excavation, cost of all materials, centering, transportation charges, fixing charges labour, HOM etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)
2
2
6900
Total
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