Rural Development And Panchayat Raj Department Tender
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Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 5,62,000Document Cost
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Refer Documents
Description
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Contact
Tender Id
RDPR/2021-22/RD/WORK_INDENT86261Bid Award Id
ViewTender No
RDPR/2021-22/RD/WORK_INDENT86261Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
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BOQ Items
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Mugganahalli road Providing and laying spreading and compacting graded stone aggrigate to wet mix macadam specification including premixing the materials with water at OMC in mechanical mixer ( pug mill) carriage of mixed materials by tipper to site laying in unifoarm layers in sub base base course on awell prepared sub base and compacting with smooth wheel roller of 80/ 100KN weight to achieve the desired density including lighting barricating and maintenance of diversion etc,, as per table 400 11 &400.12 and technical specification and as directed by the Engineer in charge of work
366
-
673806
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Mugganahalli road Construction of 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 M30 (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 cum 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 provision of construction joints, bitumen, primer, debonding, strips, joint filler board, bitumen sealant, curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and technical specification and as directed by the Engineer-in-charge of the work
366
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2248704
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Mugganahalli road Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.complete with all leads, lifts, loading, unloading, cost and conveyance of all materials, labour hire charges of equipment's and as per the direction of the Engineer in charge of the work.
240
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95760
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Mugganahalli road Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (P.70, I.No.11.4 (I)) Nominal mix 1:3:6 (Hand mixing) and as per the direction of the Engineer in charge of the work.
40
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203800
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Mugganahalli road Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC Grade M25 and as directed by the Engineer-in-charge of the work
81
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496692
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Mugganahalli road Supplying fitting and placing TMT bar reinforcement (Fe 415) in substrutrue complete as per drawing and technical specification clause 1002,1005,1010,&1202 and as directed by the Engineer in charge of work
3560
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243931.2
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Mugganahalli road Providing and fixing RCC name board of size 1.35xk0.60x0.04 mtrs fixed in reinforced cement concrete poles of size 0.10x0.10x2.60mtrs in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:3 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 mtrs with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineering charge of the work. The cost includes excavation, cost of all materials, cost of steel, centering, transportation charges, fixing charges etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work.
1
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5500
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Bittagowdanahalli road Scarifying existing granulor surface in a depth of 50mm and disposal of scarified materials with a lif tupto 3m and lead up to 1000m as per technical specification clause 301.4 and as directed by the Engineer in charge of work
1795
-
44875
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Bittagowdanahalli road Construction of embanment with approved materials obtained from borrow pits with a lift upto 1.50m transporting to site spreading gradin to required slope and compactin to meet requirement of tabled 300.1and 300.2 with a lead up to 1000m as per technical specification clause 301.5 and as directed by the Engineer in charge of work
269.25
-
83198.25
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Bittagowdanahalli road Granular sub - base / base / surfacecourse with local materials ( Table 100.13) by mix in place method normal connstruction of granular sub - base by providing local materials spreading in uniform layers with motor grader on prepared surface mixing by mixing by mix in place method with rotovator at once and compacting with smooth wheel roller to achive the desired density complete as per clause401.4 asper technical specification clause 408 and as directed by the Engineer in charge of work
269.25
-
109584.75
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Bittagowdanahalli road Providing and laying spreading and compacting graded stone aggrigate to wet mix macadam specification including premixing the materials with water at OMC in mechanical mixer ( pug mill) carriage of mixed materials by tipper to site laying in unifoarm layers in sub base base course on awell prepared sub base and compacting with smooth wheel roller of 80/ 100KN weight to achieve the desired density including lighting barricating and maintenance of diversion etc,, as per table 400 11 &400.12 and technical specification and as directed by the Engineer in charge of work
269.25
-
495689.25
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Bittagowdanahalli road Construction of 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 M30 (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 cum 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 provision of construction joints, bitumen, primer, debonding, strips, joint filler board, bitumen sealant, curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and technical specification and as directed by the Engineer-in-charge of the work
269.25
-
1654272
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Bittagowdanahalli road Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.complete with all leads, lifts, loading, unloading, cost and conveyance of all materials, labour hire charges of equipment's and as per the direction of the Engineer in charge of the work.
207.6
-
82832.4
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Bittagowdanahalli road Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (P.70, I.No.11.4 (I)) Nominal mix 1:3:6 (Hand mixing) and as per the direction of the Engineer in charge of the work.
34.48
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175675.6
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Bittagowdanahalli road Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC Grade M25 and as directed by the Engineer-in-charge of the work
59.68
-
365957.76
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Bittagowdanahalli road Supplying fitting and placing TMT bar reinforcement (Fe 415) in substrutrue complete as per drawing and technical specification clause 1002,1005,1010,&1202 and as directed by the Engineer in charge of work
2840
-
194596.8
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Bittagowdanahalli road Earthwork excavtion for foundation of buldings water supply sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width in hard soil not exceeding 1.5m in depth including dressing the bottom and sides of pits and trenches stacking the excavated soil clear from edges of excavated with lead upto 50m after breaking of clods complete as per specification and as directed by the Engineer in charge of work
3508.8
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1575451.2
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Bittagowdanahalli road Providing and laying in position to required level or slope 150mm internal diameter salt glazed stoneware pipes grade A and jointing with stiff mixture of cement mortar in proportion of 1;1 testing of pipes and joints including cost of materials labour charges complete as per specification and as directed by the Engineer in charge of work 150 mm dia
2400
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885600
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Bittagowdanahalli road Providing and laying in position to required level or slope 150mm internal diameter salt glazed stoneware pipes grade A and jointing with stiff mixture of cement mortar in proportion of 1;1 testing of pipes and joints including cost of materials labour charges complete as per specifiaction and as directed by the Engineer in charge of work 200 mm dia
1150
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562350
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Bittagowdanahalli road Providing and laying reiforced cement concrete pipe NP2 for culvert including pointing ends and fixing collars with cment mortar 1;2 includingcost of all materials labour curing comcplete as per specifications NP2 Pipe 450.00 mm dia
450
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648450
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Bittagowdanahalli road Providing 20mm suire MS foot rest andfixing in manhole with M-10 cement concrete block of 20x20x10cms using 20mm and down size metal of size including cost of materials labour charges curing complete as per specification and as directed by the Engineer in charge of work
160
-
44320
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Bittagowdanahalli road Construction of brick masonry circular type manhole 1.22m internal dia at bottom 1.68m deep and 0.56m dia at top with table moulded non-modulor bricks of 50 class designation 50 in cement mortor 1;4 inside cement plastered 12mm thick with cement mortor 1;3 finished with a floating coat of neat cement foundation concrete M10 using 40mm and down size granite metal and making necessary channels in cement concrete M50 with 20mm and down size garnite metal finishing with a floating coat of neat cement with S,F,R,C cover and frame ( heavy duty HD 20grade designation) 560mm internal diameter conforming IS ; 12592 total weight cover and frame to be not less than 182kg fixed in cement concrete 1;2;4 20mm and downsize broken granite metal providing and removing centring shuttering including cost of meterials labour charges HOM of mechineries complete as pe specification ( Excavation footrest and 12mm thick cement plaster on the extrenal surface be paid separately ) and as directed by the Engineer in charge of work
160
-
4672000
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Bittagowdanahalli road Refilling available earth around pipe line cable in layers not exceeding 20cms depth compacting each deposited layer by ramming after watering with lead upto 50m and lifts upto 1.5m including cost of all labour complete as per specification and as directed by the Engineer in charge of work
3320.64
-
401797.44
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Bittagowdanahalli road Providing and fixing RCC name board of size 1.35xk0.60x0.04 mtrs fixed in reinforced cement concrete poles of size 0.10x0.10x2.60mtrs in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:3 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 mtrs with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineering charge of the work. The cost includes excavation, cost of all materials, cost of steel, centering, transportation charges, fixing charges etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work.
1
-
5500
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Naarihalli road Scarifying existing granulor surface in a depth of 50mm and disposal of scarified materials with a lif tupto 3m and lead up to 1000m as per technical specification clause 301.4 and as directed by the Engineer in charge of work
3550
-
88750
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Naarihalli road Construction of embanment with approved materials obtained from borrow pits with a lift upto 1.50m transporting to site spreading gradin to required slope and compactin to meet requirement of tabled 300.1and 300.2 with a lead up to 1000m as per technical specification clause 301.5 and as directed by the Engineer in charge of work
532.5
-
164542.5
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Naarihalli road Granular sub - base / base / surfacecourse with local materials ( Table 100.13) by mix in place method normal connstruction of granular sub - base by providing local materials spreading in uniform layers with motor grader on prepared surface mixing by mixing by mix in place method with rotovator at once and compacting with smooth wheel roller to achive the desired density complete as per clause401.4 asper technical specification clause 408 and as directed by the Engineer in charge of work
532.5
-
216727.5
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Naarihalli road Providing and laying spreading and compacting graded stone aggrigate to wet mix macadam specification including premixing the materials with water at OMC in mechanical mixer ( pug mill) carriage of mixed materials by tipper to site laying in unifoarm layers in sub base base course on awell prepared sub base and compacting with smooth wheel roller of 80/ 100KN weight to achieve the desired density including lighting barricating and maintenance of diversion etc,, as per table 400 11 &400.12 and technical specification and as directed by the Engineer in charge of work
532.5
-
980332.5
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Naarihalli road Construction of 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 M30 (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 cum 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 provision of construction joints, bitumen, primer, debonding, strips, joint filler board, bitumen sealant, curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and technical specification and as directed by the Engineer-in-charge of the work
532.5
-
3271680
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Naarihalli road Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.complete with all leads, lifts, loading, unloading, cost and conveyance of all materials, labour hire charges of equipment's and as per the direction of the Engineer in charge of the work.
1146.3
-
457373.7
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Naarihalli road Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (P.70, I.No.11.4 (I)) Nominal mix 1:3:6 (Hand mixing) and as per the direction of the Engineer in charge of the work.
140.84
-
717579.8
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Naarihalli road Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC Grade M25 and as directed by the Engineer-in-charge of the work
319.34
-
1958192.88
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Naarihalli road Supplying fitting and placing TMT bar reinforcement (Fe 415) in substrutrue complete as per drawing and technical specification clause 1002,1005,1010,&1202 and as directed by the Engineer in charge of work
11410.4
-
781840.61
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Naarihalli road Providing and fixing RCC name board of size 1.35xk0.60x0.04 mtrs fixed in reinforced cement concrete poles of size 0.10x0.10x2.60mtrs in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:3 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 mtrs with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineering charge of the work. The cost includes excavation, cost of all materials, cost of steel, centering, transportation charges, fixing charges etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work.
1
-
5500
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Kadaga Road Scarifying existing granulor surface in a depth of 50mm and disposal of scarified materials with a lif tupto 3m and lead up to 1000m as per technical specification clause 301.4 and as directed by the Engineer in charge of work
2290
-
57250
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Kadaga Road Construction of embanment with approved materials obtained from borrow pits with a lift upto 1.50m transporting to site spreading gradin to required slope and compactin to meet requirement of tabled 300.1and 300.2 with a lead up to 1000m as per technical specification clause 301.5 and as directed by the Engineer in charge of work
343.5
-
106141.5
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Kadaga Road Granular sub - base / base / surfacecourse with local materials ( Table 100.13) by mix in place method normal connstruction of granular sub - base by providing local materials spreading in uniform layers with motor grader on prepared surface mixing by mixing by mix in place method with rotovator at once and compacting with smooth wheel roller to achive the desired density complete as per clause401.4 as per technical specification clause 408 and as directed by the Engineer in charge of work
343.5
-
139804.5
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Kadaga Road Providing and laying spreading and compacting graded stone aggrigate to wet mix macadam specification including premixing the materials with water at OMC in mechanical mixer ( pug mill) carriage of mixed materials by tipper to site laying in unifoarm layers in sub base base course on awell prepared sub base and compacting with smooth wheel roller of 80/ 100KN weight to achieve the desired density including lighting barricating and maintenance of diversion etc,, as per table 400 11 &400.12 and technical specification and as directed by the Engineer in charge of work
343.5
-
632383.5
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Kadaga Road Construction of 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 M30 (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 cum 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 provision of construction joints, bitumen, primer, debonding, strips, joint filler board, bitumen sealant, curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and technical specification and as directed by the Engineer-in-charge of the work
343.5
-
2110464
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Kadaga Road Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.complete with all leads, lifts, loading, unloading, cost and conveyance of all materials, labour hire charges of equipment's and as per the direction of the Engineer in charge of the work.
307.5
-
122692.5
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Kadaga Road Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (P.70, I.No.11.4 (I)) Nominal mix 1:3:6 (Hand mixing) and as per the direction of the Engineer in charge of the work.
32
-
163040
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Kadaga Road Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC Grade M25 and as directed by the Engineer-in-charge of the work
107.78
-
660906.96
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Kadaga Road Supplying fitting and placing TMT bar reinforcement (Fe 415) in substrutrue complete as per drawing and technical specification clause 1002,1005,1010,&1202 and as directed by the Engineer in charge of work
3676
-
251879.52
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Kadaga Road Providing and fixing RCC name board of size 1.35xk0.60x0.04 mtrs fixed in reinforced cement concrete poles of size 0.10x0.10x2.60mtrs in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:3 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 mtrs with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineering charge of the work. The cost includes excavation, cost of all materials, cost of steel, centering, transportation charges, fixing charges etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work.
1
-
5500
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Soppinahalli road Scarifying existing granulor surface in a depth of 50mm and disposal of scarified materials with a lif tupto 3m and lead up to 1000m as per technical specification clause 301.4 and as directed by the Engineer in charge of work
1563.5
-
39087.5
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Soppinahalli road Construction of embanment with approved materials obtained from borrow pits with a lift upto 1.50m transporting to site spreading gradin to required slope and compactin to meet requirement of tabled 300.1and 300.2 with a lead up to 1000m as per technical specification clause 301.5 and as directed by the Engineer in charge of work
234.525
-
72468.22
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Soppinahalli road Granular sub - base / base / surfacecourse with local materials ( Table 100.13) by mix in place method normal connstruction of granular sub - base by providing local materials spreading in uniform layers with motor grader on prepared surface mixing by mixing by mix in place method with rotovator at once and compacting with smooth wheel roller to achive the desired density complete as per clause401.4 asper technical specification clause 408 and as directed by the Engineer in charge of work
234.525
-
95451.68
... More
Soppinahalli road Providing and laying spreading and compacting graded stone aggrigate to wet mix macadam specification including premixing the materials with water at OMC in mechanical mixer ( pug mill) carriage of mixed materials by tipper to site laying in unifoarm layers in sub base base course on awell prepared sub base and compacting with smooth wheel roller of 80/ 100KN weight to achieve the desired density including lighting barricating and maintenance of diversion etc,, as per table 400 11 &400.12 and technical specification and as directed by the Engineer in charge of work
234.525
-
431760.52
... More
Soppinahalli road Construction of 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 M30 (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 cum 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 provision of construction joints, bitumen, primer, debonding, strips, joint filler board, bitumen sealant, curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and technical specification and as directed by the Engineer-in-charge of the work
234.525
-
1440921.6
... More
Soppinahalli road Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.complete with all leads, lifts, loading, unloading, cost and conveyance of all materials, labour hire charges of equipment's and as per the direction of the Engineer in charge of the work.
399
-
159201
... More
Soppinahalli road Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (P.70, I.No.11.4 (I)) Nominal mix 1:3:6 (Hand mixing) and as per the direction of the Engineer in charge of the work.
59
-
300605
... More
Soppinahalli road Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC Grade M25 and as directed by the Engineer-in-charge of the work
98.49
-
603940.68
... More
Soppinahalli road Supplying fitting and placing TMT bar reinforcement (Fe 415) in substrutrue complete as per drawing and technical specification clause 1002,1005,1010,&1202 and as directed by the Engineer in charge of work
4900
-
335748
... More
Soppinahalli road Providing and fixing RCC name board of size 1.35xk0.60x0.04 mtrs fixed in reinforced cement concrete poles of size 0.10x0.10x2.60mtrs in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:3 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 mtrs with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineering charge of the work. The cost includes excavation, cost of all materials, cost of steel, centering, transportation charges, fixing charges etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work.
1
-
5500
... More
Mallanayakanahalli road Scarifying existing granulor surface in a depth of 50mm and disposal of scarified materials with a lif tupto 3m and lead up to 1000m as per technical specification clause 301.4 and as directed by the Engineer in charge of work
1061
-
26525
... More
Mallanayakanahalli road Construction of embanment with approved materials obtained from borrow pits with a lift upto 1.50m transporting to site spreading gradin to required slope and compactin to meet requirement of tabled 300.1and 300.2 with a lead up to 1000m as per technical specification clause 301.5 and as directed by the Engineer in charge of work
159.15
-
49177.35
... More
Mallanayakanahalli road Granular sub - base / base / surfacecourse with local materials ( Table 100.13) by mix in place method normal connstruction of granular sub - base by providing local materials spreading in uniform layers with motor grader on prepared surface mixing by mixing by mix in place method with rotovator at once and compacting with smooth wheel roller to achive the desired density complete as per clause401.4 asper technical specification clause 408 and as directed by the Engineer in charge of work
159.15
-
64774.05
... More
Mallanayakanahalli road Providing and laying spreading and compacting graded stone aggrigate to wet mix macadam specification including premixing the materials with water at OMC in mechanical mixer ( pug mill) carriage of mixed materials by tipper to site laying in unifoarm layers in sub base base course on awell prepared sub base and compacting with smooth wheel roller of 80/ 100KN weight to achieve the desired density including lighting barricating and maintenance of diversion etc,, as per table 400 11 &400.12 and technical specification and as directed by the Engineer in charge of work
159.15
-
292995.15
... More
Mallanayakanahalli road Construction of 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 M30 (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 cum 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 provision of construction joints, bitumen, primer, debonding, strips, joint filler board, bitumen sealant, curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and technical specification and as directed by the Engineer-in-charge of the work
159.15
-
977817.6
... More
Mallanayakanahalli road Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.complete with all leads, lifts, loading, unloading, cost and conveyance of all materials, labour hire charges of equipment's and as per the direction of the Engineer in charge of the work.
268.8
-
107251.2
... More
Mallanayakanahalli road Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (P.70, I.No.11.4 (I)) Nominal mix 1:3:6 (Hand mixing) and as per the direction of the Engineer in charge of the work.
42.3
-
215518.5
... More
Mallanayakanahalli road Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC Grade M25 and as directed by the Engineer-in-charge of the work
94.4
-
578860.8
... More
Mallanayakanahalli road Supplying fitting and placing TMT bar reinforcement (Fe 415) in substrutrue complete as per drawing and technical specification clause 1002,1005,1010,&1202 and as directed by the Engineer in charge of work
4104
-
281206.08
... More
Mallanayakanahalli road Providing and fixing RCC name board of size 1.35xk0.60x0.04 mtrs fixed in reinforced cement concrete poles of size 0.10x0.10x2.60mtrs in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:3 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 mtrs with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineering charge of the work. The cost includes excavation, cost of all materials, cost of steel, centering, transportation charges, fixing charges etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work.
1
-
5500
... More
Chowdenahalli road Scarifying existing granulor surface in a depth of 50mm and disposal of scarified materials with a lif tupto 3m and lead up to 1000m as per technical specification clause 301.4 and as directed by the Engineer in charge of work
622.5
-
15562.5
... More
Chowdenahalli road Construction of embanment with approved materials obtained from borrow pits with a lift upto 1.50m transporting to site spreading gradin to required slope and compactin to meet requirement of tabled 300.1and 300.2 with a lead up to 1000m as per technical specification clause 301.5 and as directed by the Engineer in charge of work
109.42
-
33810.78
... More
Chowdenahalli road Granular sub - base / base / surfacecourse with local materials ( Table 100.13) by mix in place method normal connstruction of granular sub - base by providing local materials spreading in uniform layers with motor grader on prepared surface mixing by mixing by mix in place method with rotovator at once and compacting with smooth wheel roller to achive the desired density complete as per clause401.4 asper technical specification clause 408 and as directed by the Engineer in charge of work
109.42
-
44533.94
... More
Chowdenahalli road Providing and laying spreading and compacting graded stone aggrigate to wet mix macadam specification including premixing the materials with water at OMC in mechanical mixer ( pug mill) carriage of mixed materials by tipper to site laying in unifoarm layers in sub base base course on awell prepared sub base and compacting with smooth wheel roller of 80/ 100KN weight to achieve the desired density including lighting barricating and maintenance of diversion etc,, as per table 400 11 &400.12 and technical specification and as directed by the Engineer in charge of work
109.42
-
201442.22
... More
Chowdenahalli road Construction of 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 M30 (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 cum 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 provision of construction joints, bitumen, primer, debonding, strips, joint filler board, bitumen sealant, curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and technical specification and as directed by the Engineer-in-charge of the work
109.42
-
672276.48
... More
Chowdenahalli road Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.complete with all leads, lifts, loading, unloading, cost and conveyance of all materials, labour hire charges of equipment's and as per the direction of the Engineer in charge of the work.
258.12
-
102989.88
... More
Chowdenahalli road Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (P.70, I.No.11.4 (I)) Nominal mix 1:3:6 (Hand mixing) and as per the direction of the Engineer in charge of the work.
33.59
-
171141.05
... More
Chowdenahalli road Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC Grade M25 and as directed by the Engineer-in-charge of the work
105.03
-
644043.96
... More
Chowdenahalli road Supplying fitting and placing TMT bar reinforcement (Fe 415) in substrutrue complete as per drawing and technical specification clause 1002,1005,1010,&1202 and as directed by the Engineer in charge of work
4222.4
-
289318.85
... More
Chowdenahalli road Providing and fixing RCC name board of size 1.35xk0.60x0.04 mtrs fixed in reinforced cement concrete poles of size 0.10x0.10x2.60mtrs in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:3 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 mtrs with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineering charge of the work. The cost includes excavation, cost of all materials, cost of steel, centering, transportation charges, fixing charges etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work.
1
-
5500
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