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.

Minor Irrigation Department Tender

Construction Works
Opening Date14 Aug 2020
Closing Date16 Sep 2020
Tender Amount₹ 14,11,53,244 
Notes
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Costs

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BOQ Items

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Excavation for foundation in all kinds of soil including boulders upto 0.60 m dia (0.113 cum ) for dam, barrage, spillway, intake structure and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge. (Above LWL)

3001.09

286514

95.47

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Excavation for foundation in all kinds of soil including boulders upto 0.60 m dia (0.113 cum ) for dam, barrage, spillway, intake structure and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge. (Below LWL)

3029.24

303075

100.05

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Excavation for foundation in soft rock with-out blasting including boulders upto 0.6 m dia. ( 0.113 cum ) for dam, barrage, spillway, intake structure and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

418.17

51518

123.2

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Excavation for foundation in soft rock requiring blasting including boulders upto 0.6 m dia. ( 0.113 cum ) for dam, barrage, spillway, intake structure and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

1906.34

400522

210.1

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Excavation for foundation in hard rock of all toughness by blasting including boulders above 0.6 m dia. ( 0.113 cum ) for dam, barrage, spillway, intake structure and other appurtenant works minimising damage to rock beyond specified excavation line by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques and placing the excavated rock neatly in approved dump area as directed etc., complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

1998.62

778262

389.4

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Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15N / sq mm ) grade cement concrete using 40mm down size approved, clean, hard graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning batching, mixing, placing in position, leveling, vibrating, finishing, curing, etc., complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge. ( Cement content : 275.70 kg / cum with use of super plasticizer )

1154.29

7530795

6524.18

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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 substructure works including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge. (Cement content: 330.00 kg /cum with use of super plasticiser )

1248.18

9727765

7793.56

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KSRRB M2100-17.2. Plain / Reinforced Cement Concrete design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008,Open Foundation complete as per Drawing and Technical Specification Case - II : With Batching Plant, Transit Mixer and Concrete Pump MORTH Specification No. 1500,1700 & 2100 complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

597.38

3784163

6334.6

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KSRRB M2200-5.12.Design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - i) Upto 5m height complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

3554.7

23897892

6722.9

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KSRRB M2200-5.12.Design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 -ii) 5.00m to 10.00m Height complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

498.67

3763911

7547.9

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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 @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, Case - I : Using Concrete Mixer MORTH Specification No. 1500,1600 & 1700 ( 5.00 to 10.00m Height) complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

356.28

2949392

8278.3

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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 and lift loading and unloading charges as per the direction of Engineer in charge. ( Cement content : 360 kg / cum with use of super plasticiser )

41.61

299768

7204.24

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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, typing with 1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

340.31

24749555

72726.5

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Providing casing embankment using semi-pervious soil available from excavation in layers of 250 to300 mm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, 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 lead and lift loading and unloading charges as per the direction of Engineer in charge.

7289.38

1114546

152.9

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Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, wheel tracks, seal tracks, guide rails etc., with all accessories for vertical lift barrage gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint etc., complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

48.92

11795590

241120

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Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift gate consisting of skin plate, horizontal and vertical girders, wheels, stiffeners, lifting brackets, guide shoes, rubber seals etc., seals etc., with all accessories for barrage including cost of all materials,machinery,labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing etc., complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

81

11244420

138820

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Design, fabrication, supply, erection, testing and commissioning of structural steel hoist bridge consisting of columns, beams, bracings, stiffeners, ties, chequered plate covering, hand railing, ladder etc., with all other accessories for supporting rope drum hoist for operating barrage gates including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

207.62

25807166

124300

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Design, fabrication, supply, erection, testing and commissioning of adequate capacity rope drum hoist consisting of hoist platform, rope drum, pulleys, gear system, electric motor, electro-magnatic brake system, manual operation assembly, position indicator, control panel, wire rope etc., with all accessories for operating vertical lift roller gates for barrage including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

150

5412000

36080

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Design, fabrication, supply, erection and commissioning of 1 metre wide catwalk connecting spillway piers / abutments at trunnion platform level including cost of all materials,machinery, labour,cutting, aligning, welding, anchoring, finishing, cleaning, applying one coat of zinc rich epoxy primer and two coats of cold applied coal tar epoxy paint etc., complete as per specifications and approved drawings complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge. (Weight of Catwalk=300 kg per meter length of catwalk)

138

3946800

28600

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Constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per sqm using available stones and chips including cost of labour, hand packing, finishing etc., complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

2251.4

190693

84.7

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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 / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing etc., complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

388.57

202172

520.3

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Providing and constructing 550 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 / c over filter backing of 100 mm thick sand and 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 lead and lift loading and unloading charges as per the direction of Engineer in charge.

605.6

438333

723.8

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Providing and fixing 50 mm dia perforated GI pressure relief pipes 750 mm long with one end closed with perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

108

42055

389.4

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KSRRB M2600.4 (iii) Providing and fixing in position 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing & Technical Specification complete as per specifications. MORTH Specification No.2605 complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

128.4

21892

170.5

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Providing and fixing 25 mm dia 2.50 m long cold twisted deformed steel anchor rods 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, driving anchor rod, grouting hole with thick cement slurry etc., complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

267.56

328750

1228.7

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Excavating grip trenches of specified size in all kinds of soil in existing bund for abutting fresh embankment to strengthen he existing bund including disposing off the excavated soil in specified dump area complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

22.5

5469

243.1

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Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery, labour including preparing surface, spreading sand including tamping, watering for 15 days etc., complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

266.7

31097

116.6

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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 by mix in place method by rotavator at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98 % proctor density, complete as per specifications. Clause 401 of MORTH V Revision.KSRRB M400- Lime stabilization for improving subgrade complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

94.95

212336

2236.3

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KSRRB M400-17: Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specifications including pre mixing the material with water at OMC Mechanical mix plant carriage of mixed method of tipper to site, laying in uniforms layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired basically complete as per Specifications. MORTH specification No. 406 complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

21.21

53451

2520.1

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KSRRB M 600- 6 : Cement Concrete pavement. Construction unreinforced plain cement concrete pavement, thickness as per design over a prepared sub base with OPC cement or any other type as per clause 1051.2.2 design mix M30 with 25mm and down size graded metal coarse aggregate and fine aggregates, with superplastisiser @3lts confirming to IS9103-1999 reaffirmed-2008, mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weight batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 mocro thick polytene film wedges, steel plates including leveling the form work as per drawing). Spreading the concrete with shovles, rackers compacted using needle, screed and plate vibrator and finished in a continous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, seperation membrance, selant primer, joint sealant, admixtures as approved curing compound, finishing ti lines and grades as per drawing complete as per specification- M30 (at 360kg per cum coarse aggregate @ 0.69 cum and fine aggregate @ 0.46cum)complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

51.6

319208

6186.22

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Store Shed:

-

-

-

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KSRB 2-2.2 :Earth work excavation for foundation of buildings, water supply, sanitory lines and electrical conducts either in pits or in trenches 1.50M and above in width in hard soil not exceeding 1.50M in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation after breaking of clods complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

28.8

14192

492.8

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KSRB 4-1.2 : Providing and laying in position plain cement concrete of Mix 1:3:6 with OPC @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregates @0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 ems. thick, well compacted, in foundation including cost of all materials, labour, HOM curing complete as per specifications. Specification No. KBS 4.1, 4.2. complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge

3.81

24454

6418.63

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KSRB 5.2-3 :Providing and constructing granite/trap/basalt size stone masonry in foundation cement mortar 1:6, stone hammer dressed in courses not less than 20 cms. high, bond stones at two M apart in each including cost of materials, labour, curing complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

18.27

108912

5961.29

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KSRB 5.3-3:Providing and constructing granite/trap/basalt size stone masonry in basement with cement mortar 1:6, wedge of stones chistle dressed in courses not less than 15 cms. high, bond stones at two M apart in each including cost of materials, labour, curing complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

22.83

165578

7252.69

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KSRB 4-1.6 ; Providing and laying in position plain cement concrete of Mix 1:2:4 with OPC @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.878 cum and fine aggregtes @0.53cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, plinth and cills, including cost of all materials, labour, HOM curing complete as per specifications. Specification No. KBS 4.1, 4.2complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

2.28

15402

6755.35

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KSRB 2.3:Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 cms. in depth, compacting earth deposited layer by ramming after watering including cost of all labour complete as per specifications complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

14.1

3117

221.1

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Providing and constructing lateriate size stone masonry including cost and conveyance of materials, curing etc, complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge. For super structure in CM 1:6

30.9

186714

6042.55

... More
KSRB 4.9.2:Providing TMT steel reinforcement for RCC work including straighteningt, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with welding 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 with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

1.08

84089

77860.2

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KSRB 4-6.2 : Providing and removing centering, shuttering, strutting, propping etc., and removal offormworkfor suspended floors, landings, balconies and likes, thickness upto 200 mm including cost of all materials, labour complete as per specifications with all lead and lift loading and unloading charges as per the direction of Engineer in charge. Specifications No. KBS 4.6.2

81.6

36622

448.8

... More
KSRB 4.2.8: Providing and laying in position reinforced cement concrete of design Mix M20 with OPC @320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @0.46cum, with super plasticisers @31ts 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 slabs, staircase, lintels, and beams retaining walls, return walls, walls (any thickness) including attached pilasters, columns,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 curing, complete but excluding cost of reinforcement as per specifications.Specification No. KBS 4.1, 4.6, complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

12.21

88559

7253

... More
KSRB 14.7-2: Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete, using broken granite metal of 12.5mm nominal size and top layer of 1Omm thick plaster with 1:3 cement mortar mixed with red oxide ( using 3.5 kg of red oxide per 50 kg of cement) finished with floating coat of neat cement mixed with red oxide (mix of same proportion), including cost of materials, labour, curing, complete as per specifications complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge. Specification No. KBS 14.3

45

34605

769.01

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KSRB 7.4: Providing and fixing 1mm thick M.S. sheet garage door with frame and diagonal braces of size 40x40x6 mm angle Iron, using M.S. flats 30x6 mm for diagonal braces and central cross pieces 3.15mm thick M.S. Gusset plates at the junctions and corners, with handles, stoppers and locking arrangements etc., including applying a priming coat of red lead paint cost of materials, labour, HOM complete as per specifications.with all lead and lift loading and unloading charges as per the direction of Engineer in charge.1 double leaf door of size 2.4x2.4m .Specification No. KBS 7.9 /7.12

7.8

18404

2359.5

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KSRB 7.8 : Providing and fixing in position in cement concrete 1:3:6 steel glazed windows and ventilators side hung/top hung 2/3 openable 1/3 fixed as per approved drawings using Z angles of 25x33x3mm, weighing 1.419 kg/m both for outer and inner frames and central mullion section of size 25x46x3mm, weighing 2.28kg/m all duly providing T section 19x19x3mm weighing 0.839 kg/m for glazing of windows, not more than 34 ems. c to c including providing and fixing 4mm. thick reeded glass with teakwood beading of required size, all steel sections should confirm to IS 7452:1990, 4nos. of holdfasts of approved size, section should be cut to length welded and grinded electrically subdividing frames of unit shall be tenonned and revetted into the frames electrically. All the steel surface shall be throughly cleaned free of rust and painted with one coat of anti-corrosive paint and finishing two coats of ready mix paint of approved colour and make including cost of materials, fixtures, labour charges and HOM complete as per specifications with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

10.8

40095

3712.5

... More
KSRB 15.3.11Providing 20mm thick cement plaster in single coat with cement mortar 1:4, to stone masonry including rounding off corners wherever required smoot rendering, providing and removing scafoolding, including cost of materials, labour, curing, complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

331.2

102387

309.14

... More
KSRB 15.3.38Providing white washing to new wall surface in two coats with lime of approved aquality, to give and even shade including cost of materials, labour, complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

267.9

3536

13.2

... More
KSRB 15-13.1 • Providing and applying one coat distemper primer of approved brand on wall surface after throughly brooming the surface to remove all dirt, dust, mortar drops and other foreign matter including preparing the surface, even and sand paper smooth, cost of materials, labour, complete as per specifications.-wall surface-with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

152.4

5867

38.5

... More
KSRB 15-16.1 • Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

123.9

12129

97.9

-

141153244

-

-

-

-

-

-

-

-

-

-

19840.64

-

10582

... More
Cement concrete

7521.01

-

4011

341390

-

182075

... More
Steel Gates

337.54

-

180

... More
Pitching

3245.57

-

1731

-

-

-

-

-

-

472.99

-

-

-

-

-

-

-

42624

-

-

25106

-

-

44051

-

-

29372

-

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Evaluation Notes How It Works ?

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