Public Works Department Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 4,74,000Document Cost
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Refer Documents
Description
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Contact
Tender Id
KPWD/2022-23/RD/WORK_INDENT163272Bid Award Id
ViewTender No
KPWD/2022-23/RD/WORK_INDENT163272Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://kpwd.karnataka.gov.in/
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Documents
BOQ Items
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Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately).M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
24.49
-
161137.34
... More
Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation/Substructure/ Superstructure complete as per Drawing and Technical Specifications. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1.425
-
120144.39
... More
As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate for drain formworks considered 5%. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
24.49
-
53712.45
... More
Providing and fixing factory made precast RCC perforated drain covers,having concrete of strength not less than M-25, of size 1000 x450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
12
-
14981.4
... More
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 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
106.11
-
8133.33
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
106.11
-
3565.3
... More
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. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
11.79
-
68755.74
... More
Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately).M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
25.345
-
166763
... More
Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation/Substructure/ Superstructure complete as per Drawing and Technical Specifications. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1.692
-
142655.65
... More
As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate for drain formworks considered 5%. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
25.345
-
55587.67
... More
Providing and fixing factory made precast RCC perforated drain covers,having concrete of strength not less than M-25, of size 1000 x450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
10
-
12484.5
... More
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 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
498.24
-
38190.1
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
498.24
-
16740.86
... More
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. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
55.36
-
322842.91
... More
Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately).M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
107.26
-
705740.77
... More
Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation/Substructure/ Superstructure complete as per Drawing and Technical Specifications. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
7.146
-
602492.48
... More
As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate for drain formworks considered 5%. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
107.26
-
235246.92
... More
Providing and fixing factory made precast RCC perforated drain covers,having concrete of strength not less than M-25, of size 1000 x450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
52
-
64919.4
... More
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 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
469.44
-
35982.58
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
469.44
-
15773.18
... More
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. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
52.16
-
304181.47
... More
Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately).M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
101.06
-
664946.5
... More
Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation/Substructure/ Superstructure complete as per Drawing and Technical Specifications. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
6.733
-
567671.69
... More
As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate for drain formworks considered 5%. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
101.06
-
221648.83
... More
Providing and fixing factory made precast RCC perforated drain covers,having concrete of strength not less than M-25, of size 1000 x450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
60
-
74907
... More
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 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
84.24
-
6457
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
84.24
-
2830.46
... More
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. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
9.36
-
54584.71
... More
Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately).M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
20.655
-
135904.12
... More
Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation/Substructure/ Superstructure complete as per Drawing and Technical Specifications. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1.378
-
116181.73
... More
As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate for drain formworks considered 5%. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
20.655
-
45301.37
... More
Providing and fixing factory made precast RCC perforated drain covers,having concrete of strength not less than M-25, of size 1000 x450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
12
-
14981.4
... More
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 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
178.56
-
13686.62
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
178.56
-
5999.62
... More
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. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
19.84
-
115700.93
... More
Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately).M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
46.24
-
304246.25
... More
Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation/Substructure/ Superstructure complete as per Drawing and Technical Specifications. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
3.087
-
260270.68
... More
As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate for drain formworks considered 5%. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
46.24
-
101415.42
... More
Providing and fixing factory made precast RCC perforated drain covers,having concrete of strength not less than M-25, of size 1000 x450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
15
-
18726.75
... More
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 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
69.84
-
5353.24
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
69.84
-
2346.62
... More
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. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
7.76
-
45253.99
... More
Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately).M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
15.035
-
98926.09
... More
Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation/Substructure/ Superstructure complete as per Drawing and Technical Specifications. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1
-
84311.85
... More
As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate for drain formworks considered 5%. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
15.035
-
32975.36
... More
Providing and fixing factory made precast RCC perforated drain covers,having concrete of strength not less than M-25, of size 1000 x450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
15
-
18726.75
... More
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 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
122.4
-
9381.96
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
122.4
-
4112.64
... More
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. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
13.6
-
79311.12
... More
Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately).M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
26.35
-
173375.62
... More
Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation/Substructure/ Superstructure complete as per Drawing and Technical Specifications. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1.76
-
148388.86
... More
As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate for drain formworks considered 5%. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
26.35
-
57791.87
... More
Providing and fixing factory made precast RCC perforated drain covers,having concrete of strength not less than M-25, of size 1000 x450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
13
-
16229.85
... More
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 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
208.8
-
16004.52
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
208.8
-
7015.68
... More
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. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
23.2
-
135295.44
... More
Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately).M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
49.15
-
323393.24
... More
Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation/Substructure/ Superstructure complete as per Drawing and Technical Specifications. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
3
-
252935.55
... More
As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate for drain formworks considered 5%. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
49.15
-
107797.75
... More
Providing and fixing factory made precast RCC perforated drain covers,having concrete of strength not less than M-25, of size 1000 x450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
15
-
18726.75
... More
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 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
23.04
-
1766.02
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
23.04
-
774.14
... More
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. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1.92
-
11196.86
... More
Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately).M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
4.96
-
32635.41
... More
Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation/Substructure/ Superstructure complete as per Drawing and Technical Specifications. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
0.33
-
27822.91
... More
As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate for drain formworks considered 5%. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
4.96
-
10878.47
... More
Providing and fixing factory made precast RCC perforated drain covers,having concrete of strength not less than M-25, of size 1000 x450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
4
-
4993.8
... More
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 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
130.32
-
9989.03
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
130.32
-
4378.75
... More
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. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
14.48
-
84443.02
... More
Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately).M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
31.655
-
208281.04
... More
Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation/Substructure/ Superstructure complete as per Drawing and Technical Specifications. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
2.11
-
177898
... More
As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate for drain formworks considered 5%. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
31.655
-
69427.01
... More
Providing and fixing factory made precast RCC perforated drain covers,having concrete of strength not less than M-25, of size 1000 x450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
15
-
18726.75
... More
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 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
249.84
-
19150.24
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
249.84
-
8394.62
... More
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. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
20.82
-
121415.99
... More
Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately).M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
59.485
-
391394.64
... More
Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation/Substructure/ Superstructure complete as per Drawing and Technical Specifications. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
3.97
-
334718.04
... More
As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate for drain formworks considered 5%. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
59.485
-
130464.88
... More
Providing and fixing factory made precast RCC perforated drain covers,having concrete of strength not less than M-25, of size 1000 x450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
15
-
18726.75
... More
Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.In all Kinds of soils upto 300 mm depth ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
66
-
4504.5
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
66
-
2217.6
... More
Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
66
-
6029.1
... More
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 with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
98.175
-
42573.59
... More
Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
61.875
-
155535.19
... More
A Prime Coat over WMM/WBM Providing and applying primer coat with SSI grade Bitumen Emulsion on prepared surface of granual base including cleaning of road surface and spraying primer at the rate of 0.70 kg per ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
412.5
-
18191.25
... More
Tack coat on Bituminous surface Providing and applying tack coat with Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
412.5
-
4950
... More
Providing and laying bituminous macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, VG-30 at 3.4% by weight of mix transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
20.625
-
155203.12
... More
Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
10.3125
-
108172.97
... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1
-
9450
... More
Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
39.6
-
2702.7
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
39.6
-
1330.56
... More
Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
59.4
-
5426.19
... More
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 with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
103.29
-
44791.71
... More
Construction of Granular Sub-Base of required grading as per 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 For Grading -V Material ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
39.6
-
97588.26
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
39.6
-
99542.52
... More
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
59.4
-
383700.24
... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1
-
9450
... More
Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
209.25
-
14281.31
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
209.25
-
7030.8
... More
Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
209.25
-
19114.99
... More
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 with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
390.375
-
169286.12
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
139.5
-
350661.15
... More
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
209.25
-
1351671.3
... More
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction),extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends,providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 -1997 and approved drawings. (i) Single row for one utility service ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
60
-
127071
... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1
-
9450
... More
Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
74
-
5050.5
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
74
-
2486.4
... More
Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
111
-
10139.85
... More
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 with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
135.975
-
58965.56
... More
Construction of Granular Sub-Base of required grading as per 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 For Grading -V Material ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
74
-
182361.9
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
74
-
186013.8
... More
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
111
-
717015.6
... More
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction),extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends,providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 -1997 and approved drawings. (i) Single row for one utility service ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
27
-
57181.95
... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1
-
9450
... More
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
38.8125
-
250713.22
... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1
-
9450
... More
Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
72.6
-
4954.95
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
72.6
-
2439.36
... More
Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
72.6
-
6632.01
... More
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 with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
119.92
-
52003.31
... More
Construction of Granular Sub-Base of required grading as per 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 For Grading -V Material ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
48.4
-
119274.54
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
48.4
-
121663.08
... More
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
72.6
-
468966.96
... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1
-
9450
... More
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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:2:4 using 20mm nominal size graded crushed coarse. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
30.6
-
184040.64
... More
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction),extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends,providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 -1997 and approved drawings. (i) Single row for one utility service ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
9
-
19060.65
... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1
-
9450
... More
Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
115.7625
-
7900.79
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
115.7625
-
3889.62
... More
Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
115.7625
-
10574.9
... More
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 with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
192.9375
-
83667.35
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
68.6
-
172439.82
... More
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
102.9
-
664692.84
... More
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction),extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends,providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 -1997 and approved drawings. (i) Single row for one utility service ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
15
-
31767.75
... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1
-
9450
... More
Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
39.9
-
2723.17
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
39.9
-
1340.64
... More
Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
59.85
-
5467.3
... More
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 with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
115.71
-
50177.64
... More
Construction of Granular Sub-Base of required grading as per 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 For Grading -V Material ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
39.9
-
98327.56
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
39.9
-
100296.63
... More
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
59.85
-
386607.06
... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1
-
9450
... More
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
60.75
-
392420.7
... More
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 with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
16.2
-
7025.13
... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1
-
9450
... More
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
143.325
-
925822.17
... More
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction),extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends,providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 -1997 and approved drawings. (i) Single row for one utility service ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
15
-
31767.75
... More
Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
192
-
13104
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
192
-
6451.2
... More
Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
192
-
17539.2
... More
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 with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
360
-
156114
... More
Construction of Granular Sub-Base of required grading as per 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 For Grading -V Material ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
128
-
315436.8
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
128
-
321753.6
... More
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
217.05
-
1402056.18
... More
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction),extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends,providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 -1997 and approved drawings. (i) Single row for one utility service ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
25
-
52946.25
... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1
-
9450
... More
Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
61.3125
-
4184.58
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
61.3125
-
2060.1
... More
Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
61.3125
-
5600.9
... More
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 with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
122.3525
-
53058.16
... More
Construction of Granular Sub-Base of required grading as per 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 For Grading -V Material ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
40.875
-
100730.31
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
40.875
-
102747.49
... More
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
40.875
-
264036.15
... More
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction),extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends,providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 -1997 and approved drawings. (i) Single row for one utility service ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
15
-
31767.75
... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1
-
9450
... More
Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
29.1
-
1986.08
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
29.1
-
977.76
... More
Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
43.65
-
3987.43
... More
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 with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
69.355
-
30075.8
... More
Construction of Granular Sub-Base of required grading as per 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 For Grading -V Material ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
38.8
-
95616.78
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
38.8
-
97531.56
... More
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
58.2
-
375948.72
... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1
-
9450
... More
Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
45.5625
-
3109.64
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
45.5625
-
1530.9
... More
Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
45.5625
-
4162.13
... More
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 with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
73.9125
-
32052.16
... More
Construction of Granular Sub-Base of required grading as per 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 For Grading -V Material ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
71.0775
-
175159.84
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
30.375
-
76353.64
... More
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
45.5625
-
294315.52
... More
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction),extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends,providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 -1997 and approved drawings. (i) Single row for one utility service ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
9
-
19060.65
... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1
-
9450
... More
Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
159.1875
-
10864.55
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
159.1875
-
5348.7
... More
Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
159.1875
-
14541.78
... More
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 with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
272.2175
-
118047.12
... More
Construction of Granular Sub-Base of required grading as per 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 For Grading -V Material ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
92.625
-
228260.42
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
92.625
-
232831.46
... More
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
183.9375
-
1188162.68
... More
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction),extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends,providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 -1997 and approved drawings. (i) Single row for one utility service ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
60
-
127071
... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1
-
9450
... More
Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
15.3
-
1044.23
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
15.3
-
514.08
... More
Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
15.3
-
1397.66
... More
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 with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
10.2
-
4423.23
... More
Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
10.2
-
25639.74
... More
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
10.2
-
65887.92
... More
Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
40.35
-
2753.89
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
40.35
-
1355.76
... More
Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
60.525
-
5528.96
... More
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 with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
104.9925
-
45530
... More
Construction of Granular Sub-Base of required grading as per 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 For Grading -V Material ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
40.35
-
99436.52
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
40.35
-
101427.8
... More
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
60.525
-
390967.29
... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1
-
9450
... More
Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
86.58
-
5909.08
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
86.58
-
2909.09
... More
Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
86.58
-
7909.08
... More
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 with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
132.0345
-
57256.76
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
57.72
-
145090.76
... More
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
113.58
-
733681.37
... More
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction),extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends,providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 -1997 and approved drawings. (i) Single row for one utility service ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
10
-
21178.5
... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1
-
9450
... More
Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
44.37
-
3028.25
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
44.37
-
1490.83
... More
Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
66.555
-
6079.8
... More
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 with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
118.32
-
51309.47
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
44.37
-
111532.87
... More
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
66.555
-
429918.68
... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1
-
9450
... More
Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
65.73
-
4486.07
... More
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
65.73
-
2208.53
... More
Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
98.595
-
9006.65
... More
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 with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
177.471
-
76960.3
... More
Construction of Granular Sub-Base of required grading as per 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 For Grading -V Material ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
65.73
-
161981.73
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
65.73
-
165225.5
... More
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
98.595
-
636884.26
... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1
-
9450
... More
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. In all kinds of soils Depth upto 3 m ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
492.2865
-
39274.62
... More
KSRB 2.8 : 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. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
151.344
-
406971.58
... More
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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
31.4955
-
183672.31
... More
Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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 necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
150.0027
-
1130618.35
... More
Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
23.616
-
184071.61
... More
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
130
-
32623.5
... More
Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
9.75
-
901504.01
... More
Supplying fitting & placing TMT bar reinforcement to super structure complete as per Specifications ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
1.35
-
125092.96
... More
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
7.875
-
53044.03
... More
Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
15.75
-
198648.45
... More
Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
14.4
-
44271.36
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
11.925
-
175886
... More
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
66.69
-
114630.11
... More
Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification.A Granular material ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
397.8
-
394299.36
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
36
-
41769
... More
Filler joint (ii)Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
15
-
1921.5
... More
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge.
28.8
-
69763.68
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