Rural Development And Panchayat Raj 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
₹ 6,29,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
RDPR/2021-22/RD/WORK_INDENT83885Bid Award Id
ViewTender No
RDPR/2021-22/RD/WORK_INDENT83885Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. PRED SR, 3.5. II ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
2469.83
-
104967.78
... More
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means (PRED SR 3.19-I (B) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
1000
-
18220
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Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. (PRED SR 3.15 (i)) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
1478.36
-
20948.36
... More
Construction of Embankment with approved materials deposited at site from roady way cutting and excavation from Drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification Clause 301.5 (PRED SR 3.3) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
1658.57
-
67138.91
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (PRED 3.4) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
14145.64
-
4623926.8
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (PRED SR 3.14) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
830.03
-
265435.29
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading I Material. (PRDE SR I.no. 4.1 A i) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
591.35
-
900921.72
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means. PRED SR. 4.7 III B ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
379.45
-
998025.6
... 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 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 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(16.4 Page No 122 ) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
739.18
-
6108576.13
... More
Providing and Fixing 'Citizen Information Board A"Providing and fixing of typical citizen information board A as per specifications and drawing. Two ACP Sheet of 4mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of Ms plate of 5mm thick. Supported on frame post of 2 no's of MS Suare hallow section 75mmx75mmx6mm which is duly embedded in cement concrete M20 Grade of 600x600x750mm,600mm below ground level.All MS will be stove enameled on both the sides.All sections of framed posts,MS sheet and Stell tubes will be painted with primer and two coats of epoxy paint as per drawing etc..Retro-Reflective Sheet as per IRC 67 fixted over a two no's of Aluminum composite material(ACP) sheeting of size 900x750mm of 4mm thick duly bolted/reveted with MS plate of 5mm thick on backside of ACP Sheet.Including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges charges necessary for satisfactory completion of work as per directed by engineer incharge. (i) For warranty and durability the clause 1701.5 andB)Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.2 Class B Type-4 ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
2
-
37782.72
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Direction and Place Identification Signs upto 0.9 sqm Size Board:-Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on a mild steel single angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm, 60cm below ground level as per approved drawing. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
3.6
-
9899.64
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Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mmx 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45xmx60xm, 60 cm below ground level as per approved drawing. 600mm Equilatereral triangle -TYPE XI.boards made out of cube corner micro prismatic grade sheeting confirming to 600 MM Equilateral triangle type XI . with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
10
-
22675.7
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (PRED SR 10.10 (ii) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
2
-
5372.32
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (PRED SR 10.10 (iii) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
8
-
5897.36
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Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704(PRED SR 10.11) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
120
-
81024
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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. Ordinary soil. Upto 3 m depth (I.no. 11.1. I(i) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
190.3
-
80424.59
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10. Nominal mix 1:3:6. 11.4 I (i) P.N:95 ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
25.44
-
150116.1
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 20. 12.5 III P.N:100 ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
91.3
-
637936.84
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. 13.1(II) P.N:103 R.C.C M 25 ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
6.04
-
48285.27
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (I.No. 12.7) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
8.31
-
541729.48
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. (I.no. 13.3) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
0.6
-
40006.6
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7( I.No.12.9) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
12
-
1425
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (PRED SR I.No.13.5 P.No.104 2018-19) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
15.69
-
210663.35
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 (PRED SR I.No.13.6 P.No.104 2018-19) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
57.6
-
171639.36
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P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211(PRED SR I.No.13.11.1 P.No.104 2018-19) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
23.63
-
131614.37
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Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211(PRED SR I.No.13.12 P.No.104 2018-19) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
31.5
-
374223.46
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Drainage spouts complete as per drawing and technical specifications Clause 1209(PRED SR I.No.13.10 P.No.104 2018-19) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
20
-
29486.2
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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. Ordinary soil. Upto 3 m depth (I.no. 11.1. I(i) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
170.58
-
72099.05
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10. Nominal mix 1:3:6. 11.4 I (i) P.N:95 ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
11.76
-
69393.29
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 20. 12.5 III P.N:100 ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
53.78
-
375774.84
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia. (I.No. 9.3.B) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
30
-
186198
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. Stone/Boulder (I.No. 14.5.I) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
5.43
-
6780.55
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (I.No. 12.7) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
0.89
-
58019.16
... More
Painting Two Coats on New Concrete Surfaces. Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701. (I.No. 10.5) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
55.2
-
6524.09
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (PRED 3.4) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
110
-
35956.8
... More
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. Ordinary soil. Upto 3 m depth (PRED SR I.no. 11.1. I(i)) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
322
-
136083.64
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10. Nominal mix 1:3:6. 11.4 I (i) P.N:95 ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
42
-
247833.18
... More
Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 & 1204 R.C.C grade M 20. 12.5 III P.N:100 ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
81
-
565968.06
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (PRED SR I.No. 12.7) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
3.24
-
211215.83
... More
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. Ordinary soil. Upto 3 m depth (PRED SR I.no. 11.1. I(i)) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
821.1
-
347013.28
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10. Nominal mix 1:3:6. 11.4 I (i) P.N:95 ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
107.1
-
631974.61
... More
Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 & 1204 R.C.C grade M 20. 12.5 III P.N:100 ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
552.5
-
3860461.15
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (PRED SR I.No. 12.7) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
33.18
-
2163006.52
... More
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By Mechanical Means. In area of non-thorny jungle. ( i.No. 2.2(II)A) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
0.27
-
5557.16
... More
Cutting of trees including cutting of trunks, branches,& removal of stumps and roots, refilling compaction of back filling and stacking ofservicable materials by mannual means with all lifts as per technical specification clause 201 (PRED SR 2.3-B-(ii)) Lead up to 1000 m-- Girth above 600 mm --900 mm ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
5
-
2848.8
... More
Cutting of trees including cutting of trunks, branches,& removal of stumps and roots, refilling compaction of back filling and stacking ofservicable materials by mannual means with all lifts as per technical specification clause 201 (PRED SR 2.3-B-(iii)) lead up to 1000 m-- Girth above 900 mm --1800 mm ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
2
-
2357.96
... More
Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. PRED SR, 3.5. II ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
101.25
-
4303.12
... More
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means (PRED SR 3.19-I (B) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
100
-
1822
... More
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. (PRED SR 3.15 (i)) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
396
-
5611.32
... More
Construction of Embankment with approved materials deposited at site from roady way cutting and excavation from Drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification Clause 301.5 (PRED SR 3.3) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
115.13
-
4660.46
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (PRED 3.4) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
4224.34
-
1380852.26
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (PRED SR 3.14) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
228.75
-
73151.96
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading I Material. (PRDE SR I.no. 4.1 A i) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
158.4
-
241322.4
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means. PRED SR. 4.7 III B ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
101.64
-
267332.51
... 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 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 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(16.4 Page No 122 ) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
213.75
-
1766427.86
... More
Providing and Fixing 'Citizen Information Board A"Providing and fixing of typical citizen information board A as per specifications and drawing. Two ACP Sheet of 4mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of Ms plate of 5mm thick. Supported on frame post of 2 no's of MS Suare hallow section 75mmx75mmx6mm which is duly embedded in cement concrete M20 Grade of 600x600x750mm,600mm below ground level.All MS will be stove enameled on both the sides.All sections of framed posts,MS sheet and Stell tubes will be painted with primer and two coats of epoxy paint as per drawing etc..Retro-Reflective Sheet as per IRC 67 fixted over a two no's of Aluminum composite material(ACP) sheeting of size 900x750mm of 4mm thick duly bolted/reveted with MS plate of 5mm thick on backside of ACP Sheet.Including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges charges necessary for satisfactory completion of work as per directed by engineer incharge. (i) For warranty and durability the clause 1701.5 andB)Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.2 Class B Type-4 ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
2
-
37782.72
... More
Direction and Place Identification Signs upto 0.9 sqm Size Board:-Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on a mild steel single angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm, 60cm below ground level as per approved drawing. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
3.24
-
8909.68
... More
Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mmx 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45xmx60xm, 60 cm below ground level as per approved drawing. 600mm Equilatereral triangle -TYPE XI.boards made out of cube corner micro prismatic grade sheeting confirming to 600 MM Equilateral triangle type XI . with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
10
-
22675.7
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (PRED SR 10.10 (ii) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
3
-
8058.48
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (PRED SR 10.10 (iii) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
8
-
5897.36
... More
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704(PRED SR 10.11) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
60
-
40512
... More
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. Ordinary soil. Upto 3 m depth (I.no. 11.1. I(i) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
477.13
-
201644.68
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10. Nominal mix 1:3:6. 11.4 I (i) P.N:95 ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
69.05
-
407449.55
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 20. 12.5 III P.N:100 ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
372.88
-
2605409.51
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. 13.1(II) P.N:103 R.C.C M 25 ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
66.94
-
535135.1
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (I.No. 12.7) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
31.54
-
2056094.81
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. (I.no. 13.3) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
6.69
-
446073.55
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7( I.No.12.9) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
12
-
1425
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (PRED SR I.No.13.5 P.No.104 2018-19) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
7.4
-
99356.84
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 (PRED SR I.No.13.6 P.No.104 2018-19) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
56
-
166871.6
... More
P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211(PRED SR I.No.13.11.1 P.No.104 2018-19) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
7.88
-
43890.02
... More
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211(PRED SR I.No.13.12 P.No.104 2018-19) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
10.5
-
124741.16
... More
Drainage spouts complete as per drawing and technical specifications Clause 1209(PRED SR I.No.13.10 P.No.104 2018-19) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
20
-
29486.2
... More
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. Ordinary soil. Upto 3 m depth (I.no. 11.1. I(i) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
42.64
-
18022.65
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10. Nominal mix 1:3:6. 11.4 I (i) P.N:95 ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
2.94
-
17348.32
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 20. 12.5 III P.N:100 ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
13.44
-
93908.77
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia. (I.No. 9.3.B) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
7.5
-
46549.5
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. Stone/Boulder (I.No. 14.5.I) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
1.36
-
1698.26
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (I.No. 12.7) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
0.22
-
14341.82
... More
Painting Two Coats on New Concrete Surfaces. Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701. (I.No. 10.5) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
13.8
-
1631.02
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (PRED 3.4) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
27.5
-
8989.2
... More
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. Ordinary soil. Upto 3 m depth (PRED SR I.no. 11.1. I(i)) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
603.75
-
255156.82
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10. Nominal mix 1:3:6. 11.4 I (i) P.N:95 ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
78.75
-
464687.21
... More
Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 & 1204 R.C.C grade M 20. 12.5 III P.N:100 ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
406.25
-
2838574.38
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (PRED SR I.No. 12.7) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
24.38
-
1589333.91
... More
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. Ordinary soil. Upto 3 m depth (PRED SR I.no. 11.1. I(i)) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
68.58
-
28983.28
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10. Nominal mix 1:3:6. 11.4 I (i) P.N:95 ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
13.72
-
80958.84
... More
Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 & 1204 R.C.C grade M 20. 12.5 III P.N:100 ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
30.86
-
215626.84
... More
KSRRB MS00-23.1. Metal Beam Crash Barrier:-Providing and erecting a "W' metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 em above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 800.10 complete as per specifications. Excluding cost of earth work excavation and PCC for fixing. A Type -A, "W'MORTH Specification No. 810 ( P.W.D CSR 2016-17 It.No 24.27 Page .) ---- With all Lead and Lift, Loading and unloading Charges all are as per the Direction of Engineer incharge of the work.
440
-
948156
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