Karnataka Urban Infrastructure Development And Finance Corporation 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.
Karnataka Urban Infrastructure Development And Finance Corporation - KUIDFC Tender
Civil And Construction
Excavation
Building Construction
Water Storage And Supply
Opening Date28 Jan 2025
Closing Date12 Feb 2025
Tender Amount₹ 16,87,22,000
Costs
EMD
₹ 17,00,000Document Cost
Refer DocumentsTender Fee
₹ 7,500
Summary
Construction Of Intake Well, Jack Well Cum Pump House And Bank Protection Works
Description
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Contact
Tender Id
KUIDFC/2024-25/OW/WORK_INDENT40/CALL-2Tender No
KUIDFC/2024-25/OW/WORK_INDENT40/CALL-2Tender Authority
Karnataka Urban Infrastructure Development And Finance Corporation ViewPurchaser Address
-Website
http://http://www.kuidfc.com/ENG/about.htm
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Others - Clarifications to Pre-Bid querries received in 1st Call
Technical Information / Worksheet
Others - General Arrangement drawing
BOQ Items
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004 - Excavation; Temporary sheet pile, supply of steel seet pile (on Lease rental basis) with Hot Rolled G U 15N in 430 GP with 600 mm width flange thickness 11 mm and web thickness 8.60mm (600X422X11/8.60), having the following properties : minimum tensile strength -510 Mpa section modulus per meter of wall -1530 cm/m weight per meter -68.70m kg/m weight per square per square meter of wall-115 kg/m2. ( Rate approved by MI SE ) - steel seet pile for coffer dam
492
9324
4587408
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005 - Excavation; Temporary sheet pile, supply of steel seet pile (on Lease rental basis) with Hot Rolled G U 15N in 430 GP with 600 mm width flange thickness 11 mm and web thickness 8.60mm (600X422X11/8.60), having the following properties : minimum tensile strength -510 Mpa section modulus per meter of wall -1530 cm/m weight per meter -68.70m kg/m weight per square per square meter of wall-115 kg/m2. ( Rate approved by MI SE ) - Machinery Labour charges
82
2303
188846
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006 - Excavation in all kinds of soil including boulders upto 0.6 m diameter ( 0.113 cum) for approach channel, foundation of jack-well / pump house, delivery chamber and appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery, labour, working in wet and watery site conditions etc., complete with lead upto 1 km and all lifts including dewatering charges. As per the direction of the Engineer incharge - 0.3m depth
2658
119
318827.1
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007 - Excavation in all kinds of soil including boulders upto 0.6 m diameter ( 0.113 cum) for approach channel, foundation of jack-well / pump house, delivery chamber and appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery, labour, working in wet and watery site conditions etc., complete with lead upto 1 km and all lifts including dewatering charges. As per the direction of the Engineer incharge - 3.00 to 6.00m depth
1986
140
279747.96
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008 - Excavation in all kinds of soil including boulders upto 0.6 m diameter ( 0.113 cum) for approach channel, foundation of jack-well / pump house, delivery chamber and appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery, labour, working in wet and watery site conditions etc., complete with lead upto 1 km and all lifts including dewatering charges. As per the direction of the Engineer incharge - 6.00m to 7.5m depth
771
177
136783.11
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009 - Excavation in all kinds of soil including boulders upto 0.6 m diameter ( 0.113 cum) for approach channel, foundation of jack-well / pump house, delivery chamber and appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery, labour, working in wet and watery site conditions etc., complete with lead upto 1 km and all lifts including dewatering charges. As per the direction of the Engineer incharge - 7.5m to 9.00m depth
639
186
119026.53
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010 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
494.625
327
162093.55875
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011 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift 1.5m to 3.00m.
494.625
344
170195.51625
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012 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift 3.00m to 4.5m.
494.625
361
178708.0125
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013 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift 4.5m to 6.00m
494.625
372
184069.7475
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014 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift 6.00m to 7.5m
269.625
383
103347.2625
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015 - Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregatesas per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications .As per the direction of the Engineer incharge. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
20.25
7956
161125.605
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016 - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. complete for ependent/combined footing, raft, beams below ground level. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - From 6.5m to 1.5m
288
8393
2417313.6
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017 - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. For vertical side walls, alround effluent channel baffels etc. -From 1.5m to 0.00m
120
11513
1381578
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018 - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. For vertical side walls, alround effluent channel baffels etc. Stalling Basin
60
11513
690789
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019 - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. For vertical side walls, alround effluent channel baffels etc. From 2.00m to 3.6m
54.87
11141
611348.3712
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020 - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. For vertical side walls, alround effluent channel baffels etc. From 3.6m to 6.6m
122.4
11141
1363751.424
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021 - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. For vertical side walls, alround effluent channel baffels etc.
98.6
11141
1098577.536
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022 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. 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 complete for columns, braces and ring beam above ground level (minimum Cement @ 400 Kgs. Footing to upto GL
7.199
12836
92411.83524
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023 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. 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 complete for columns, braces and ring beam above ground level (minimum Cement @ 400 Kgs). - GL to upto (floor slab) 6.00m height
28.79
12836
369570.3204
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024 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. 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 complete for columns, braces and ring beam above ground level (minimum Cement @ 400 Kgs). Brace beams at RL 10.00m
26.4
12836
338890.464
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025 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. 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 complete for columns, braces and ring beam above ground level (minimum Cement @ 400 Kgs). Beam for staircase
9.9
12836
127083.924
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026 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. 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 complete for columns, braces and ring beam above ground level (minimum Cement @ 400 Kgs). Above 6m upto 9m height
39.15
12081
472996.989
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027 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. 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 complete for columns, braces and ring beam above ground level (minimum Cement @ 400 Kgs). Above 9m upto 12m height (Columns)
14.39
12836
184720.9764
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028 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. 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 complete for columns, braces and ring beam above ground level (minimum Cement @ 400 Kgs). Above 9m upto 12m height (Brace beams upto RL 5m)
24.75
12081
299021.085
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029 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. 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 complete for columns, braces and ring beam above ground level (minimum Cement @ 400 Kgs). Above 9m upto 12m height (Beam for staircase)
1.44
12081
17397.5904
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030 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. 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 complete for columns, braces and ring beam above ground level (minimum Cement @ 400 Kgs). Above 12m upto 15m height
14.39
12081
173855.0874
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031 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. 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 complete for columns, braces and ring beam above ground level (minimum Cement @ 400 Kgs). Above 15m upto 18m height
105.38
12081
1273165.3308
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032 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. 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. for R.C.C. covering slab (Flat slab) (cement @400 Kgs)
79.37
11326
898989.0672
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033 - Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Super structure in CM 1:6. Upto 3.6 mtr Height - Brick work Pumphouse & Panel room
43.86
7565
331827.216
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034 - Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Super structure in CM 1:6. Above 3.6 Mtr Upto 7.2 mtr Height
67.34
7565
509467.504
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035 - Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Super structure in CM 1:6. Above 7.2 Mtr Upto 10.8 mtr Height
69.55
7565
526187.48
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036 - Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Super structure in CM 1:6. Above 10.8 Mtr Upto 13.8 mtr Height For Pump House
56.41
7565
426775.496
... More
037 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. 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., plain window cills, fillets etc., Upto 3.0 mtr Height
12.31
11496
141518.7144
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038 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. 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., plain window cills, fillets etc., for box chajja (Upto 5 mtr Height)
9.6
10767
103364.256
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039 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. 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., plain window cills, fillets etc., for box chajja (5 m Upto 7.2 mtr Height )
9.6074
10767
103443.932614
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040 - Providing 15 mm cement plaster with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Inside Plastering - Upto 3.0 mtr (MSL 6m to 9m)
164.25
594
97626.915
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041 - Providing 15 mm cement plaster with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Inside Plastering - Above 3.0 Mtr Upto 6.0 mtr Height (MSL 9 m to 12m lvl)
87.5
594
52008.25
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042 - Providing 15 mm cement plaster with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Inside Plastering -Above 6.0 Mtr Upto 9 mtr Height (MSL12 m to 15 m lvl)
171
594
101638.98
... More
043 - Providing 15 mm cement plaster with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Inside Plastering -Above 9 Mtr Upto 12.0 mtr Height (MSL 15 m to 18m lvl)
85.5
594
50819.49
... More
044 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding,including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge., etc. (Out side plastering) Upto 3.0 mtr (MSL 6m to 9m)
258.75
415
107515.8
... More
045 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding,including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge., etc. (Out side plastering) Above 3.0 Mtr Upto 6.0 mtr HeightAbove ( MSL 9 to 12 M Level)
179
415
74378.08
... More
046 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding,including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge., etc. (Out side plastering) Above 6.0 Mtr Upto 9 mtr Height (Above 12 M level to 15 M Level)
189
415
78533.28
... More
047 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding,including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge., etc. (Out side plastering) Above 9 Mtr Upto 12.0 mtr Height (Above 15 M level to18 M Level )
94.5
415
39266.64
... More
048 - Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering,providing and removing scaffolding, including cost of materials, labour, curing c omplete as per specifications and as per directions of Engineer in charge.
324.93
361
117546.6768
... More
049 - Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Upto 3.0 mtr Height
164.25
184
30241.71
... More
050 - Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Above 3.0 Mtr Upto 6.0 mtr Height
87.5
184
16110.5
... More
051 - Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Above 6.0 Mtr Upto 9 mtr Height
171
184
31484.52
... More
052 - Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Above 9 Mtr Upto 12.0 mtr Height
85.5
184
15742.26
... More
053 - Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Upto 3.0 mtr Height
258.75
99
25792.2
... More
054 - Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Above 3.5 Mtr Upto 7.0 mtr Height
179
99
17842.72
... More
055 - Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Above 7.0 Mtr Upto 10.5 mtr Height
189
99
18839.52
... More
056 - Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Above 10.5 Mtr Upto 14.0 mtr Height
94.5
99
9419.76
... More
057 - Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004,Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Same as Ceiling Plastering
324.93
174
56771.7696
... More
058 - Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Market rate
32
2948
94366.72
... More
059 - Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 81mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm x 57mm and mesh sash of size with GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 1.8-2.0mm. Maximum possible size 1519mm x 1519mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Windows and Ventilators
90
7337
660340.8
... More
060 - Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance 1mm) with wall thickness 2.0 mm 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1mm ( 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer in charge 2) 42x50 mm PVC Extruded section
8
267
2141.44
... More
061 - 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. @ 100 kgs per cum
140
100191
14026857.6
... More
062 - ProvidingFusionBondedEpoxyCoating(FBEC)toTMT Bars as per IS:13620-1993 specifications for a thickness of 175micron & permissible variation of 50micron including testing of coating. FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT a)Coating thickness shall be tested at a frequency of not less than one fulllengthbare very twenty bars for eachsize b) Continuity of coating shall be determined by testing one full length bar in every twenty bars for each sizec) Coating thickness overthe whole of the coated bar section shall be determined by sectioning and examining one bar in every 20t for each size. d) For testing adhesion of coating, samples shall be selected froma ch size according to the frequency given as: For all types of bar : Minimum 1 for every diameter or as directed by engineer in charge. (The item is to be operated with prior approval of Superintending Engineer)
epoxy steel Avg MT
140
14560
2038400
... More
063 - Providing and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post) VOL-V [Page No. 87, Sl. No.7.8 SR 2023-24) Walkway and Staircase
230.8
1486
343024.192
... More
064 - Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete - Floor slab at 6m, Floor at 10m and above valve room
298.5
505
150778.32
... More
065 - Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete At 757 pump floor level and Panel room at 757
463.91
505
234330.2192
... More
066 - Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) BATTERY Room
6
6994
41966.4
... More
067 - Providing and fixing pressed steel door frames conforming to
IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: Profile E Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge -Pump doors
9
594
5352.48
... More
068 - Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge - Pump doors
72
5015
361105.92
... More
069 - Providing and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc. complete for:
1
9058
9058.56
... More
070 - Providing and constructing contraction joints by fixing 230 mm wide central bulb type PVC water stop in single line supported by 10 mm dia. steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, vulcanizing water seal joints and all other ancillary operations complete.
93.2
644
60020.8
... More
071 - Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, wheel tracks, seal seats, guide rails, breast wall liner ( upto one vent height plus 1 m above the roof of vent) with all accessories for river / canal sluice service gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint and all other ancillary operations complete as per specifications and approved drawings. without groove liner
Note:1. Wt of 1 set embedded parts in tonnes = 0.0444 x ( L2 x H x h )0.659 Weight of breast wall lining : 250 kg / m2 of breast wall Where ( L ) is length = Clear vent opening in m + 0.70 m. ( H ) is height of gate in m = Clear vent height in m + 0.30 m ( h ) is head of water above sill of gate in m = FRL - Sill level
2. Quantity of structural steel = 85.0 % of computed weight of 1 set
2.84
244384
694050.56
... More
072 - Design, fabrication, supply, erection, testing and commissioning EOT crane consisting of double girder box type construction, rail mounted end carraiges with long and cross travel arrangement, main and auxiliary hoists of specified capacity, rails, pendant control, gear boxes, electric motors, brakes, rope drums, wire ropes, sheaves, end buffer stoppers, pendant operated DSL bus bars with all accessories for main and auxiliary hoists for handling pumps and accessories in pump house including cost of all materials,machinery, labour,cutting, aligning,welding, finishing, cleaning, greasing, applying two coats of zinc chromate red oxide primer and three coats of synthetic enamel paint and all other ancillary operations complete as per specificationsand approved drawings. NOTE: 1. EOT crane Main hoist capacity = 1.25 x Maximum lifting load in tonne
2. EOT crane auxiliary hoist capacity = 10 % of main hoist
3.. Rate for EOT crane shall be based on capacity of main hoist.
10
237552
2375520
... More
073 - Design, fabrication, supply, erection and commissioning of electrically operated mono-rail hoist assembly consisting of electric motor, rope drum, gear system, wire rope with lifting attachment, festoon cabling with all accessories for operating pump house stop-log gate including cost of all materials (excluding providing mono-rail hoist supporting structure and mono-rail with fixtures ), machinery, labour, cleaning, greasing and all other ancillary operations complete as per specifications and approved drawings.
Note: 1. Hoist capacity = 1.50 x weight of stop-gate
3
72128
216384
... More
074 - Providing and constructing 600 mm thick hand packed rough stone revetment with 650 to 750 mm long through stones at 1.50 m c / c over 450 mm thick graded filter media backing consisting of sand, 10 mm down and 40 mm down approved clean, hard, graded aggregates laid in layers of 150 mm thick each including cost of all materials for revetment and filter, machinery, labour, laying to required slopes as per approved drawings, packing and wedging with stone chips, finishing surface and all other ancillary operations complete.
2323.41
1984
4611109.1883
... More
075 - Providing and fixing gauge with iron sheet of 3 mm to 4 mm thickness, 0.23 m width with copper floats indicators and flexible nylon wires, paiting figures with approved enamelled paint with all lead and lifts etc., complete -do- enamelled gauge plate
1
6672
6672.96
... More
076 - Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Outside jackwell from GL upto Roof top
2000
632
1265600
... More
077 - KSRB 7.9 : Providing and fixing M.S.grill work for windows and ventilators weighing 21kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM of machinery complete as per specifications.
1520.63
188
286121.7408
... More
078 - Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
12960
164
2133734.4
... More
079 - Providing and laying to required line and slope roofing with semicorrugated ( Trafford ) asbestos cement sheet 6mm. thick fixed with galvanised iron J or L hooks, bolts and nuts 8mm. dia C.I plain and bitumen washers, over the existing purlins, rafters and trusses including cost of materials, labour, complete as per specifications.
432
418
180956.16
... More
080 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work - Same as coffer dam land fill qty
6175
95
587860
... More
001 - Bored Cast in Situ M35 grade RCC pile excluding Reinforcement complete as per drawing and technical specification and removal of excavated earth with all lead and lifts and load up to 1000m
Pile dia 750mm and 40 nos length 11m for jackwell&12nos 20 m for building
680
10334
7027283.2
... More
002 - Providing TMT bars Fe 500 Steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design, and Providing Fusion Bonded Epoxy coating not less than 175 microns thickness and up to 300 microns to reinforcement of all diameters as per IS 13620/1993 including testing of coating at plant. The cost is inclusive of cost on account of careful handling, PVC coated binding wires touch-up material supplied by coating agency, repair work, loading, unloading and strengthening of bent rods etc., (Laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. Including environmental and social safe guards and as directed by the Engineer-in-Charge.
40.8
100191
4087827.072
... More
003 - ProvidingFusionBondedEpoxyCoating(FBEC)toTMT Bars as per IS:13620-1993 specifications for a thickness of 175micron & permissible variation of 50micron including testing of coating. FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT a)Coating thickness shall be tested at a frequency of not less than one fulllengthbare very twenty bars for eachsize b) Continuity of coating shall be determined by testing one full length bar in every twenty bars for each sizec) Coating thickness overthe whole of the coated bar section shall be determined by sectioning and examining one bar in every 20t for each size. d) For testing adhesion of coating, samples shall be selected froma ch size according to the frequency given as: For all types of bar : Minimum 1 for every diameter or as directed by engineer in charge. (The item is to be operated with prior approval of Superintending Engineer) epoxy steel
40.8
14560
594048
... More
001 - Supplying and wiring adopting loop system in existing PVC conduit/casing capping using 2x 1.5sqmm (Phase and Neutral) and 1x1.0 sqmm (Earth wire) FRLS multi stand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6 amps flush type SP control switch shall be fixed on the existing plastic sheet/gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block complete for each outlet. 3Mtrs to 6Mtrsform Taping point outles
15
441
6619.2
... More
002 - Supplying and wiring adopting loop system in existing PVC conduit/casing capping using 2x 1.5sqmm (Phase and Neutral) and 1x1.0 sqmm (Earth wire) FRLS multi stand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6 amps flush type SP control switch shall be fixed on the existing plastic sheet/gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block complete for each outlet. 3Mtrs to 6Mtrsform Tapingpoint outlet via switchbox
15
424
6367.2
... More
003 - Supplying 6A flush type socket and 6 amps flush type SP switch either surface/flush mounting in a existing gang box or in a 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654 6Amps 3/5 way
20
164
3292.8
... More
004 - Supplying and fixing of 32 Amps security and energy saving DP switch with key tag suitable to operate on 230volts 50Hz Ac supply & completely wired on existing box
18
723
13023.36
... More
005 - Supplying of recess mounting non integral type 2x2/1x4 LED 34-36W luminarie comprising of pressure decast / extruded aluminium housing, with spring loaded fase ceiling clamps, power LEDs with CCT 6500 degree K, CRI 70%, efficacy100 lumen per watt, 120 degree beam spread, life 25000 burning hours and complaince to IS 10322 / IEC 60598, LM 79 and LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level. LEDs are driven by HF electronic driver integrated in a separate control gear assembly, with PF 0.95, power loss should 5% of lamp wattage, short circuit and open circuit protection to be integrated in the circuit, THD less than 20%, life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS approved and tested by NABL/CPRI accredited laboratory with 2 years warranty against any manufacturing defect working under standard electrical condition. PWDSR ele 2019 20 Pno 65 I.no-12.6.2 LED modular down light 2x2 / 1x4 34 36 watt
20
6605
132115.2
... More
006 - Supply of LED street light luminaire with pressure die cast aluminium housing body for optimal themal dissipation. Lamp compartment comprising of anti glare clear diffuser with injection moulded polycarbonate material, delivering superior light output. Rated life burning hrs 50000 hr @ lumen maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP 66 optical and electrical compartment and impact resistance of complete luminaire IK08. Power factor 0.9 with mains, surge protection - min 5KV along with over voltage / overload, short circuit / miss -wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 and LM 80 adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED light fixture with W system power consumption. LED efficiency 130lm/w, nominal CRI 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI and any government certified agency and design and development facility certified by ISO 9001:2008. Housing with supplier word mark / name shall be engraved / embossing on the die cast housing / body part. Warranty of 2 years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer and cree / nichia / lumileds / osram make LED source
5
4506
22534.4
... More
007 - Supply of LED floodlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with injection moulded polycarbonate / clear glass material, delivering superior light output. rated life burning Hrs 50000 hr @ lumen maintenance of 70%, CCT 5500K, IP 66 optical and electrical compartment and impact resistance of complete luminaire IK08. Power factor 0.9 with mains, surge protection Min 5KV along with over voltage / overload, short circuit / miss-wiring protection, compatible for pole mouting with outer dia of 40mm to 50mm. Universal voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/ IEC 60598, LM 79 and LM 80 adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED light fixture with 240W system power consumption. LED efficiency 130lm/w, nominal CRI75. Luminaire manufacturer should have in house facility accredited by NABL/CPRI and any Government certified agency and design and development facility certified by ISO 9001:2008. Housing with supplier word mark / name shall be engraved / embossing on the die cast housing / body part. Warranty of 2 years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer and cree / nichia / lumileds / osram make LEDE source
10
24897
248976
... More
008 - Supplying & fixing of 40mm dia class A G.I.pipe bracket up to 2.7 Mtrs long terminated with a reducing collar of 40/25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail / RCC / wall / tubular pole, using suitable clamps, bolts, nuts and wiring using suitable capacity wires
5
1655
8276.8
... More
009 - Fixing all types and all capacities fluorescent/false ceiling/spot light/CFL / LED fittings indoor on the wall/ceiling/rafters/girders using 23/0.0076" twin twisted PVC insulated wires required no.s of round blocks and clamps.on wall/ceiling /rafter/girders
10
136
1366.4
... More
010 - Supplying of 1.1 KV LT UG cable XLPE or heat resistant PVC insulated, PVC extruded inner sheath armoured UG LT cable as per IS -1554 (Part -1) or IS:7098 Part-I, Armouring strip thickness in average +5% and resistivity 14 Ohmskms (Max) as per IS-3975 - 2 core 10 sqmm
100
106
10640
... More
011 - Fabricating, supplying and erecting swaged tubular pole of height…….having 3 sections, and providing 2 coats of red oxide paint and finished with two coats of enameled paint of approved quality and colour and MS base plate of suitable size welded at the bottom of the pole (as per IS) and 40mm dia GI / Flexible PVC pipe of 1.00 mtr length fitted to the heavy guage poly carbonate control box including 5 way connector of size 167 x 125 x 82mm for 7.5m pole / 200 x 160 x 98mm for remaining length of pole with front opening cover, with locking arrangements and suitable capacity MCB / DP switch. The pole shall be erected in cement concrete work (1:2:4) including excavation and refilling of planting depth of the pole to the ground level and the coping CC shall be upto 0.6m above ground level as per IS 2713-7.
Erection of heavy duty pole on footpath and median 9MT (5MT Hb, 165.1mm dia 4.85mm thick x 2m Hm, 139.7mm dia 4.50mm thick x 2m Ht, 114.3mm dia 3.65mm thick) as per IS 410SP32
3
17360
52080
... More
012 - Supplying of TPST with rewirable porcelain channels in SM enclosure. Made out of 14SWG POWDER COATED PAINT OF APPROVED COLOUR 100 amps
2
8479
16959.04
... More
013 - Supplying and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws etc For 10" x 8" x 1.5mm
3
114
342.72
... More
014 - Supplying and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws etc For 12" x 12" x 2mm
1
202
202.72
... More
015 - Supplying and fixing electro Microprocessor based Electronic timer 3 to 120sec setting.
1
1293
1293.6
... More
016 - Supplying and fixing regular MCCB distribution panel confirming to IS 8828, on wall/woodboard/flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCCBs as an incomer for 3 phase double door with necessary bus bar completely wired to use on 440Volts 3 phase 4 wire powder coated painting etc., complete with a provision for fixing of single / three phase suitable capacity MCCB/MCBs as outgoings confirming to IS8828 - 4 Way
5
11568
57842.4
... More
017 - Supplying and fixing regular MCB distribution boards on wall/woodboard/flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCBs single phase/3 phase/single door with powder coated painting. Made out of 14 SWG MS enclosure. III- Double door 12way TP & N
2
9783
19566.4
... More
018 - Supplying, fixing, wiring, C for grounding conduits, I.C. cutouts and other equipments on the meter board using 40mm dia 2.90mm thick GI pipe 2.5mtr long buried in a pit. The pit should be filled with equal proportion of salt and charcoal 150mm alround the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3 of IS 732 using 12mm dia bolts, nuts, washers and checknuts etc., the pipe shall have 16 through holes of 12mm dia
5
8215
41076
... More
001 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, 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 in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.
112.5
425
47812.5
... More
002 - Filling available excavated earth (excluding rock)in sides of foundations upto plinth in layers not exceeding 20cnms. In depth, compacting each deposited layer by ramming after watering with lead upto 50 m and lift upto 1.5 m including cost of all labour complete as per specifications. Emabankment
37.5
297
11172
... More
003 - Providing and laying in position plain cement concrete of mix 1:2:4 with OPC cement @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregates @ 0.459cum machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.
22.5
6156
138510
... More
004 - Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Foundation in CM 1:6.
89.55
7138
639286.704
... More
005 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregate
7.5
7393
55448.4
... More
001 - Diaphragram wall Construction of sub-grade and earthen shoulders with Providing and placing in situ reinforced cement concrele of M35 grade using tremie pipe for diaphragm wall / Anchor wall of Specified thickness including Boring Excavation through all strata except hard rock to the specified depth using mechanical equipments including charges towards retaining the sides from collapsing using bentonite mud circulation and disposing of the excavated materials etc.,including the the cost of lowering the cage but excluding the cost of reinforcement, including cost of all materials, labour complete as per specificaitons with all leads, lifts, loading unloading and incidental charges of all materials, labour and machineries etc. complete and as directed by the Engineer-in-charge of work. above 10m and 450mm thick
3162.5
17188
54358852.625
... More
002 - 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. Basic Rate of TMT Steel reinforcement for R.C.C work VOL-I (Page No. 18, Sl. No.2.11(a) SR 2023-24)
138.6
100191
13886589.024
... More
003 - ProvidingFusionBondedEpoxyCoating(FBEC)toTMT Bars as per IS:13620-1993 specifications for a thickness of 175micron & permissible variation of 50micron including testing of coating. FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT a)Coating thickness shall be tested at a frequency of not less than one fulllengthbare very twenty bars for eachsize b) Continuity of coating shall be determined by testing one full length bar in every twenty bars for each sizec) Coating thickness overthe whole of the coated bar section shall be determined by sectioning and examining one bar in every 20t for each size. d) For testing adhesion of coating, samples shall be selected froma ch size according to the frequency given as: For all types of bar : Minimum 1 for every diameter or as directed by engineer in charge. (The item is to be operated with prior approval of Superintending Engineer)
epoxy steel
138.6
14560
2018016
... More
001 - Providing and Filling in foundation with granite / trap broken metal 100mm. And down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications.
294
3003
883128.96
... More
002 - Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregatesas per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications .As per the direction of the Engineer incharge. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. PCC
134.4
7041
946369.536
... More
003 - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; inxcluding the cost of centering, shuttering, finishing and reinforcement, as per direction of the Engineer-in-charge. complete for independent/combined footing, . M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Raft
420
8170
3431660.4
... More
004 - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; including the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. complete for independent/combined footing, . M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
539
8170
4403964.18
... More
005 - 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. Basic Rate of TMT Steel reinforcement for R.C.C work VOL-I (Page No. 18, Sl. No.2.11(a) SR 2023-24)
96
100191
9618416.64
... More
006 - ProvidingFusionBondedEpoxyCoating(FBEC)toTMT Bars as per IS:13620-1993 specifications for a thickness of 175micron & permissible variation of 50micron including testing of coating. FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT a)Coating thickness shall be tested at a frequency of not less than one fulllengthbare very twenty bars for eachsize b) Continuity of coating shall be determined by testing one full length bar in every twenty bars for each sizec) Coating thickness overthe whole of the coated bar section shall be determined by sectioning and examining one bar in every 20t for each size. d) For testing adhesion of coating, samples shall be selected froma ch size according to the frequency given as: For all types of bar : Minimum 1 for every diameter or as directed by engineer in charge. (The item is to be operated with prior approval of Superintending Engineer)
epoxy steel
96
14560
1397760
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