Krishna Bhagya Jala Nigam Limited Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Krishna Bhagya Jala Nigam Limited - KBJNL Tender
Civil And Construction
Irrigation Work
Opening Date19 Nov 2024
Closing Date19 Dec 2024
Tender Amount₹ 1,02,95,25,659.55
Costs
EMD
₹ 1,03,00,000Document Cost
Refer DocumentsTender Fee
₹ 7,500
Summary
Construction Of Distributary-15 And Its Canal Network Under Bableshwara Branch Canal -1 For Providing Irrigation
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
KBJNL/2024-25/CN/WORK_INDENT1271Tender No
KBJNL/2024-25/CN/WORK_INDENT1271Tender Authority
Krishna Bhagya Jala Nigam Limited ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Others - Structure Drawings-Tender Purpose Only
Others - L-section of Dy-15-Tender Purpose Only
Others - Tree Plan-Dy-15 & Minors
Others - Tree Plan of SD-1 & Minors
Others - L-Section-SUB DIST-02-R3
Others - L-Section-SD-03-D-15-R2
Others - L-Section-A005-M-01-SD-3-D-15
Others - Typical cross sections
Others - L-Section-SM-01-SD-02-R4-0-1
Others - Tree Plan-SUB DIST-02 & Minors
Others - Tree plan-SUB DIST & Minors
Others - Schedule-B-Dy-15
BOQ Items
code04 - Providing hearting embankment using selected impervious approved soil from borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials,machinery, labour,all other operations such as collection of soil, 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 using power roller and all other ancillary operations with all lead and lift etc., complete as directed by the Engineer in Charge.
14631.73
513
7506077.49
code05 - Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from borrow area including cost of all materials, labour, machinery, spreading soil in layers of thickness not more than 150 mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile and all other ancillary operations with all lead and lift etc., complete as directed by the Engineer in Charge.
264.59
725
191827.75
code06 - 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 and all other ancillary operations with all lead and lift etc., complete as directed by the Engineer in Charge.
197013.57
132
26005791.24
code07 - Providing casing embankment using semi-pervious / pervious soil from dump areas in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, 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 using power roller and all other ancillary operations complete. with all lead and lift etc., complete as directed by the Engineer in Charge.
39292.76
225
8840871
code08 - Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm (before compaction ) including cost of all materials, machinery, labour,all other operations such as collection of soil, 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 using power roller and all other ancillary operations with all lead and lift etc., complete as directed by the Engineer in Charge.
93581.73
629
58862908.17
code09 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (2.4.1. M15 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- FOR BED LINING OF CANAL)-with all lead and lift etc., complete as directed by the Engineer in Charge.
7062.63
6404
45229082.52
code10 - Providing and laying insitu vibrated M-15 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 with all other ancillary operations complete -with all lead and lift etc., complete as directed by the Engineer in Charge.
14187.48
8275
117401397
code11 - Providing and fixing tarfelt expansion joint filler board for cement concrete lining of canal including cost of all materials, labour and all other ancillary operations complete.(20 mm thick 75 mm depth)-with all lead and lift etc., complete as directed by the Engineer in Charge.
19156.79
67
1293083.325
code12 - Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing with all lead and lift etc., complete as directed by the Engineer in Charge.-200m stone (precast)
576
842
484992
code13 - Providing and fixing 200 x 200 x 750 mm roughly dressed boundary demarcation / chainage/ arrow stones including cost of all materials, labour, engraving marks, excavating pit, fixing in position, murum filling with all other ancillary operations with all lead and lift etc., complete as directed by the Engineer in Charge.
7954
270
2147580
code14 - Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing with all lead and lift etc., complete as directed by the Engineer in Charge.-Ordinary Kilometer stone (precast)
113
2927
330751
code15 - Earth work excavation for Foundation by mechanical means for all works , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse including cost of labour, tools, usage of machinery & other appurtenances required to complete the work-In all kinds of soils -In all kinds of soils.
17845.56
102
1820247.12
code16 - Earth work excavation for Foundation by mechanical means for all works as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse including cost of labour, tools, usage of machinery & other appurtenances required to complete the work-In all kinds of soils -Including dewatering, all lead and lift etc., complete as directed by the Engineer in Charge.
6053.99
106
642509.9587
code17 - Earth work excavation for Foundation by mechanical means for all works as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse including cost of labour, tools, usage of machinery & other appurtenances required to complete the work-In ordinary/soft rock without blasting -In ordinary/soft rock with all lead and lift etc., complete as directed by the Engineer in Charge.
61777.77
368
22754606.0241
code18 - Earth work excavation for Foundation by mechanical means for all works as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse including cost of labour, tools, usage of machinery & other appurtenances required to complete the work-In ordinary/soft rock without blasting- including dewatering all lead and lift etc., complete as directed by the Engineer in Charge.
19100.34
389
7446458.5524
code19 - Earth work excavation for Foundation by Mechanical means as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenances required to complete the work-In Hard Rock with all lead and lift etc., complete as directed by the Engineer in Charge.
12863.55
635
8171184.231
code20 - Earth work excavation for Foundation by Mechanical means as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenances required to complete the work-including dewatering all lead and lift etc., complete as directed by the Engineer in Charge.
4880.17
593
2898772.1783
code21 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (Note:The finished cost of concrete are exclusive of steel (Re-inforcement) & formwork charges). Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates complete as directed by the Engineer in Charge.
9523.04
6288
59885160.888
code22 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (Note:The finished cost of concrete are exclusive of steel (Re-inforcement) & formwork charges). Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates with all lead and lift etc., complete as directed by the Engineer in Charge.
20736.01
6724
139433078.442
code23 - Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (Note:The finished cost of concrete are exclusive of steel (Re-inforcement) & formwork charges). 2.5.1- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Solid Slab Super Structures complete as directed by the Engineer in Charge.,
8501.63
7956
67638968.28
code24 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (2.4.1. M15 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- FOR BED LINING OF CANAL) with all lead and lift etc., complete as directed by the Engineer in Charge.
118.26
6404
757337.04
code25 - Providing and laying insitu vibrated M-15 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 with all other ancillary operations with all lead and lift etc., complete as directed by the Engineer in Charge.
107.89
8275
892789.75
code26 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Foundations, Sub structure of Cross Drainage) with all lead and lift etc., complete as directed by the Engineer in Charge.
207.06
6639
1374702.399
code27 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizer's, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Foundations, Sub structure of Cross Drainage with all lead and lift etc., complete as directed by the Engineer in Charge.
1481.4
6652
9855457.92
code28 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.-M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead and lift etc., complete as directed by the Engineer in Charge.
353.6
7079
2503169.76
code29 - Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizer's laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (Note: The finished cost of concrete are exclusive of steel (Reinforcement) & formwork charges) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RCC Beams, Lintels & Troughs of Aqueduct) etc., complete as directed by the Engineer in Charge.
138.35
10608
1467616.8
code30 - Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (Note: The finished cost of concrete are exclusive of steel (Reinforcement) & formwork charges) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-RCC Beams, Lintels & Troughs of Aqueduct etc., complete as directed by the Engineer in Charge.
1855.1
11211
20797897.12
code31 - Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizer's laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (Note: The finished cost of concrete are exclusive of steel (Reinforcement) & formwork charges) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Solid Slab Super Structures etc., complete as directed by the Engineer in Charge.
4454.37
8211
36577504.692
code32 - Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (Note: The finished cost of concrete are exclusive of steel (Reinforcement) & formwork charges) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Wearing coat etc., complete as directed by the Engineer in Charge.
1743.78
7007
12218666.46
code33 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. With all lead and lift etc., complete as directed by the Engineer in Charge.
2182557.82
90
196452029.3782
code34 - Providing casing embankment using semi-pervious / pervious soil from dump areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, 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 using power roller and all other ancillary operations with all lead and lift etc., complete as directed by the Engineer in Charge.
50672.7
225
11401357.5
code35 - Supplying P-3 Class R.C.C spun pipes ( safe for 6 kg / cm2 test pressure ) to work spot including cost of all materials, machinery, labour, taxes,duties, levies, royalty & all necessary works as applicable as per specification-400 mm dia. with all lead and lift etc., complete as directed by the Engineer in Charge.
2257.5
1443
3257572.5
code36 - Supplying P-3 Class R.C.C spun pipes ( safe for 6 kg / cm2 test pressure ) to work spot including cost of all materials, machinery, labour, taxes,duties, levies, royalty & all necessary works as applicable as per specification-450 mm dia with all lead and lift etc., complete as directed by the Engineer in Charge.
30
1818
54540
code37 - Supplying P-3 Class R.C.C spun pipes ( safe for 6 kg / cm2 test pressure ) to work spot including cost of all materials, machinery, labour, taxes,duties, levies, royalty & all necessary works as applicable as per specification-600 mm dia. with all lead and lift etc., complete as directed by the Engineer in Charge.
1262.5
2712
3423900
code38 - Supplying P-3 Class R.C.C spun pipes ( safe for 6 kg / cm2 test pressure ) to work spot including cost of all materials, machinery, labour, taxes,duties, levies, royalty & all necessary works as applicable as per specification-700 mm dia. with all lead and lift etc., complete as directed by the Engineer in Charge.
5
3089
15445
code39 - Supplying P-3 Class R.C.C spun pipes ( safe for 6 kg / cm2 test pressure ) to work spot including cost of all materials, machinery, labour, taxes,duties, levies, royalty & all necessary works as applicable as per specification-900 mm dia. with all lead and lift etc., complete as directed by the Engineer in Charge.
37.5
4574
171525
code40 - Laying and jointing P-2/P-3 class R.C.C spun pipes true to line and level with perfect linking at joint including loading, unloading, rolling/ lifting and lowering into trench, applying soft soap to spigot and socket ends, cleaning inserting rubber sealing ring into correct position,jointing the pipes perfectly by jacking or other approved method, giving necessary hydraulic test at the specified pressure, cost of all jointing and water pressure testing materials, machinery, labour & all necessary works complete as per specification-400 mm dia. with all lead and lift etc., complete as directed by the Engineer in Charge.
2257.5
216
487620
code41 - Laying and jointing P-2/P-3 class R.C.C spun pipes true to line and level with perfect linking at joint including loading, unloading, rolling/ lifting and lowering into trench, applying soft soap to spigot and socket ends, cleaning inserting rubber sealing ring into correct position,jointing the pipes perfectly by jacking or other approved method, giving necessary hydraulic test at the specified pressure, cost of all jointing and water pressure testing materials, machinery, labour & all necessary works with all lead and lift etc., complete as directed by the Engineer in Charge.
30
245
7350
code42 - Laying and jointing P-2/P-3 class R.C.C spun pipes true to line and level with perfect linking at joint including loading, unloading, rolling/ lifting and lowering into trench, applying soft soap to spigot and socket ends, cleaning inserting rubber sealing ring into correct position,jointing the pipes perfectly by jacking or other approved method, giving necessary hydraulic test at the specified pressure, cost of all jointing and water pressure testing materials, machinery, labour & all necessary works complete as per specification-with all lead and lift etc., complete as directed by the Engineer in Charge-600 mm dia-
1262.5
323
407787.5
code43 - Laying and jointing P-2/P-3 class R.C.C spun pipes true to line and level with perfect linking at joint including loading, unloading, rolling/ lifting and lowering into trench, applying soft soap to spigot and socket ends, cleaning inserting rubber sealing ring into correct position,jointing the pipes perfectly by jacking or other approved method, giving necessary hydraulic test at the specified pressure, cost of all jointing and water pressure testing materials, machinery, labour & all necessary works complete as per specification-with all lead and lift etc., complete as directed by the Engineer in Charge-700 mm dia
5
376
1880
code44 - Laying and jointing P-2/P-3 class R.C.C spun pipes true to line and level with perfect linking at joint including loading, unloading, rolling/ lifting and lowering into trench, applying soft soap to spigot and socket ends, cleaning inserting rubber sealing ring into correct position,jointing the pipes perfectly by jacking or other approved method, giving necessary hydraulic test at the specified pressure, cost of all jointing and water pressure testing materials, machinery, labour & all necessary works complete as per specification-with all lead and lift etc., complete as directed by the Engineer in Charge-900 mm dia
37.5
563
21112.5
code45 - Providing and filling murrum / gravely 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 and all other ancillary operations complete with all lead and lift etc., complete as directed by the Engineer in Charge.
2016.55
820
1653571
code46 - Providing and filling murrum / gravely 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 power roller to achieve density control of not less than 95 percent and all other ancillary operations complete with all lead and lift etc., complete as directed by the Engineer in Charge.
50.6
574
29044.4
code47 - Providing and constructing dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete. with all lead and lift etc., complete as directed by the Engineer in Charge for 300mm thick
8535.81
455
3883793.55
code48 - Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications with all lead and lift etc., complete as directed by the Engineer in Charge.
3927.3
231
907206.3
code49 - Providing and constructing contraction joints by fixing 230 mm wide2.26. central bulb type PVC water stop in single line supported by 10 mm dia. steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, vulcanizing water seal joints and all other ancillary operations complete with all lead and lift etc., complete as directed by the Engineer in Charge.
1748.8
575
1005560
code50 - Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification with all lead and lift etc., complete as directed by the Engineer in Charge.
258
3271
843918
code51 - Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications with all lead and lift etc., complete as directed by the Engineer in Charge.
1449.4
138
200017.2
code52 - 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 with all lead and lift etc., complete as directed by the Engineer in Charge.
361.47
212
76631.64
code53 - Design, fabrication, supply, errection and commissioning of embedded parts (with top seal seat) consisting of sill beam, wheel tracks, seal seats, guide rails, groove lining upto top etc., with all accessories for vertical lift roller gate for canal escape / regulator 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 complets as per specifications and approved drawings with all lead and lift etc., complete as directed by the Engineer in Charge.
14.09
189000
2663010
code54 - Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift gate ( with top seal ) consisting of skin plate, siffeners, horizontal and vertical girders, wheels, guide rollers, rubber seals with all accessories for canal escape / regulator vent 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 and all other ancillary operations complete as per specifications and approved drawings with all lead and lift etc., complete as directed by the Engineer in Charge.
10.52
176500
1856780
code55 - Design, fabrication, supply, erection, testing and commissioning of adequate capacity screw type hoist consisting of supporting structure, platfom, railing, ladder with all accessories for operating canal escape / regulator gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint and all other ancillary operations complete as per specifications and approved drawings complete as directed by the Engineer in Charge.
28.84
47700
1375668
code56 - Providing and fixing 200 x 200 x 750 mm roughly dressed boundary demarcation / chainage/ arrow stones including cost of all materials, labour, engraving marks, excavating pit, fixing in position, murum filling with all other ancillary operations complete with all lead and lift etc., complete as directed by the Engineer in Charge.
2737
270
738990
code57 - Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications with all lead and lift etc., complete as directed by the Engineer in Charge.
1880000
-
1259600
code58 - Providing and fixing Hydrocell XL joint filler for expansion joint to prevent transfer of load across movement joints. The joint filler shall be crosslinked , non absorbent, semi regid, cellular polyethylene with a nominal density of 60 kg/m3. It shall have a recovery of 98% after 50 % compression and a compressive strength of 0.15 N/mm2 when tested in accordance with ASTM D3575. It shall have a water absorption of less than 0.05% by volume when tested in accordance with ASTM D3575 and be resistant to weathering and chemical attack. The joint filler shall have Water Byelaws Scheme approval for use in contact with potable water. Before installing simply, cut off a strip to the required depth. Pin the strip back on using two-inch nails at approximately 100 mm intervals. Then install the filler flush with finished surface, Prior to sealing the top strip then can be pulled easily from the joint to provide an uncontaminated sealing slot ready for preparation and sealing,including cost and conveyance of all materials , labour, lead and liftd etc complete. to be installed by the manufacturer/ supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation complete as directed by the Engineer in Charge.
1599.05
1358
2172309.425
code59 - Providing and fixing Thioflex 600 for sealing horizontal structureal expansion joint. It contains a base component and curing agent in the correct proportions which, when mixed together, cure to form a tough rubber like material. When cured, the sealant exhibits excellent adhesion to most surfaces including concrete , To ensure that the sealant remains within its stated movement capacity ( 25% MAF) the width of the designed sealing slot should be in accordance with the recommendtions of BS: 6093:1981 6.2.2 and 6.2.6. The joint surfaces must be thoroughly dry, clean and frost free. Remove all rust,scale and protective lacquers from metal surfaces . Remove any oil or greese with the Nitiflor Sol. The expansion joint filler must be checked to ensure it is tightly packed and no gaps or voids exist at the base of the sealing slot, before positioning a bond breaker. For contraction joints Where, hyhdrostatic pressure exists, only band breaking tapes must be used where particularly neat finish is required ,mask the face edges of joint before priming and remove immediately after tooling is completed.including cost and conveyance of all materials , labour, lead and lift etc complete. to be installed by the manufacturer/ supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation complete as directed by the Engineer in Charge.
1599.05
1823
2915467.9125
code60 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 etc., complete as directed by the Engineer in Charge.
54
493
26622
code61 - Construction of Granular Sub-Base of required grading asper design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401-(v) For Grading -V Material with all leads and lift etc., complete as directed by the Engineer in Charge.
39
2487
96993
code62 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse- A By Manual Means-(a) Using Screening Type A (13.2mm agg) with all leads and lift etc.complete as directed by the Engineer in Charge.
36
2687
96732
code63 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse- A By Manual Means-Using Screening Type B (11.2mm agg) with all leads and lift etc. complete as directed by the Engineer in Charge.
18
2819
50742
code64 - Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including cleaning with mechanical Broom of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means-Prime Coat over Stabilised Soil base / Crusher Run Macadam complete with all leads and lift etc.as directed by the Engineer in Charge.
237
53
12561
code65 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom-ii)Tack coat on Granular surface treated with primer- with all leads and lift etc. complete as directed by the Engineer in Charge.
237
14
3318
code66 - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG- 30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade.-Type B by Manual Means using VG-30 Bitumen- with all leads and lift etc., complete as directed by the Engineer in Charge.
225
176
39600
code67 - Providing and fixing 25 mm dia 2.75 m long ribbed steel anchor rods with one end split and driven fimly using steel wedge into 1.25 m deep 38 mm dia. hole drilled in bed rock and other end provided with L-bend for embedding in concrete / masonry for spillway and appurtenant works including cost of all materials, machinery, labour, steel wedge, drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod and all other ancillary operations with all leads and lift etc. complete as directed by the Engineer in Charge.
6609
1274
8419866
code68 - 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, placed approximately at 2 m centre to centre in M-20 (28 days cube compressive strength not less than 20 N / sq mm) grade cement concrete using 20 mm down approved clean, hard, graded aggregates with each post reinforced by 4 numbers 8 mm dia.main bars embedded in kerb concrete for 400 mm depth and 5 numbers 6 mm dia. stirrups and fixing 3 rows of 40 mm dia. GI pipes with two coats of synthetic enamel painting over a coat of red oxide primer paint includingcost of all materials, machinery, labour, formwork, supports, fabricating and placing reinforcement bars, batching, mixing, placing in position, compacting, finishing, curing and all other ancillary operations with all leads and lift etc. complete as directed by the Engineer in Charge.
28.8
1694
48787.2
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements
Past BiddersThis list is curated from the bidders of the similar tenders in the past
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%