Minor Irrigation Department Tender

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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

Civil And Construction
Bridge Construction
Opening Date14 Jan 2022
Closing Date24 Jan 2022
Tender Amount₹ 1,22,10,991 
This is an estimated amount, exact amount may vary.
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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 lead and lift, loading and unloading charges as per the direction of Engineer in charge.

25.66

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2166055.54

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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 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 for gallery, sluice, spillway crest, spillway d/s face, energy dissipating structure, training walls, piers, abutments and such other locations, complete with all lead and lift, loading and unloading charges as per the direction of Engineer in charge. (Cement content: 330 kg /cum with use of super plasticiser )

368.53

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2688813.31

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Providing and laying insitu vibrated M-25 (28 days cube compressive strength not less than 25 N/ sqmm) grade cement concrete using 20mm 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 Raft foundation, training walls, piers abutments and such other locations , 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 )

167.89

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1268073.17

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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 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 and lift loading and unloading charges as per the direction of Engineer in charge. ( Cement content : 380 kg / cum with use of superplasticiser ).

96.11

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1037890.93

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Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, 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.

77.4

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25370.95

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Providing and constructing protective railing consisting of cast in-situ railing posts of size 150 x 150 mm at bottom, 100 x 100 mm at top and 750 mm height at 2 m centre to centre in M-20 grade concrete using 20 mm down size graded aggregates and with each post reinforced by 4 Nos. of 8 mm dia main bars embedded in kerb concrete for a depth of 400 mm and 5 Nos. of 6 mm dia. stirrups including fixing 3 rows of 40 mm dia. GI pipes with one coat of red oxide primer and two coats of synthetic enamel paint, cost of all materials, machinery, labour, formwork, finishing, curing etc., complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

47.6

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64595.1

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Providing homogeneous embankment using soil from approved borrow area in layers of 250 to 300 mm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of 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.

151.49

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43568.52

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Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering etc., complete with all lead and lift, loading and unloading charges as per the direction of Engineer in charge.

562.12

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173863.72

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KSRB 7.6 : Providing and fixing top covers made out of 20 guage M.S. sheet over pull and push rolling shutters bent to shape including cost of red lead primer coat of painting, materials, labour, HOM complete as per specifications. Specification No. KBS 7.10.6 I 7.12 with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

2

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1060.4

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KSRB 7.5 : Providing and fixing pull and push type rolling shutters of approved make out of 18 guage, 75mm wide cold rolled steel laths of convex corrugation, with side guides and bottom rail, with interlocking arrangements for steel laths by means of alternate clips, suspension shaft with High tension coil type springs two numbers, mounted on specially designed pipe shaft, with bracket plates, guide channels, ball bearing arrangements, for inside & outside locking with push & pull operations complete including pulling hooks, 4Nos. handles with all fittings and accessories, painted with a coat of red lead paint (without top cover) cost of materials, labour, HOM complete as per specifications. Shutter size 3.00mx2.8 m Specification No. KBS 7.10/7.12 complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

4

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11470.8

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KSRB 15-18.2 Providing and applying enamel metal paint two coats (excluding priming coat) over new steel or other metal surface brushing to give an even shade after cleaning oil, grease, dirt and other foreign matter, including cost of materials, labour, complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

8.9

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930.05

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KSRB 15-13.3 Providing and applying two coats dry distemper of approved brand, and shade on wall surface including priming coat and whitening 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 with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

18.67

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1499.2

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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 with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

35.78

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3502.86

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Supply and fixing of FRP “C” section frame of size 100mm and wall thickness of 8mm (#1mm) and Rib thickness of 12mm smooth finish with marine grade gel coat, with side projections at every 1 Mtr. interval to hold the frame firmly in concrete including tie bar at top and key holes provided to tie the binding wire with reinforcement to maintain the alignment. FRP frames should be flushed to the top of the pier level after concreting to avoid damages of frames by debris of flood water. Binding of glass fibre mat must be Isoptholic polyester resin of marine grade with UV stabilizer to withstand all weather conditions and saline water (For any size). Anchor brackets to be provided to avoid the uplift of needles on either side of the groove, complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

75.6

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275940

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Supplying and fixing FRP Needles made out of concealed GI tubes 40 X 60 mm, wall thickness of 2mm. Zinc coating of not less than 360GSM, I.S make hot rolled from any reputed pipe manufacturing company. FRP wrapping all-round the pipe minimum thickness of 4mm and wall thickness of plates not less than 6mm. made out of Isoptholic polyester resin UV stabilized marine grade and fibre glass chopped strands of 450 GSM electrical grade with gel coat finish. The water seals to be made out of synthetic rubber (EPDM) and housed in anodized aluminium housing as per design and drawing issued according to site conditions with the warranty of 5 years for any manufacturing defects (0 to 2 mtr height), complete with all lead and lift loading and unloading charges as per the direction of Engineer in charge.

39.6

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1005840



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