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
₹ 3,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Package-2 (1)improvements Of Road From Ramdurga-chornoor Mdr To Kuduedavu Road And Construction Of Bridge To Nala At(km 0.60) Kudligi Tq Of Vijayanagara Dist (100.00lakhs) (2) Improvements Of Road From N.h-50 To Sakalapurdatti Gollarahatti (km 0.90) (65.00) Kudligi Assembly Constituency In Kudligi Tq Of Vijayanagara Dist (3) Construction Of Cc Road From N.h.50 To Hosahalli Road Hosahalli Village Limit At Km (0.45) (34.00 Lakhs) Kudligi Assembly Constituency In Kudligi
Description
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Contact
Tender Id
RDPR/2021-22/RO/WORK_INDENT87230Bid Award Id
ViewTender No
RDPR/2021-22/RO/WORK_INDENT87230Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
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Documents
BOQ Items
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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
11.25
-
49916.25
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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. (iv) RCC Grade M25.
25.4
-
142214.6
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (I) Coursed rubble masonry (1st sort) (II) In 1:4 cement mortar
49.53
-
207332.58
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Providng concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specificatiions Clause 802, 803,1202,1203. Nominal Mix RCC M-25
299.44
-
1676564.56
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (iv) RCC Grade M25.
11.25
-
62988.75
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Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
40.46
-
2358130.18
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
70.35
-
175945.35
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (I) Granular material
66.53
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65398.99
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (I) Coursed rubble masonry (1st sort) (II) In 1:4 cement mortar
35.55
-
148812.3
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Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications complete as per specifications clauses 614,709,1204,3.7
88
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9328
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Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, as per technical specifications Clauses 1207.2.3
22.5
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19440
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
3.71
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4066.16
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Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall
32.81
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38748.61
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Drainage spouts complete as per drawing and technical specifications Clause 1209
12
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15456
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Guide Posts Construction of R.C.C. guide posts of 250 mm dia, M25 grade as per drawing and technical specification Clause 1401.6 Rate as per item No.8.8 of Chapter 8 PCC Grade M15 Nominal mix 1:2:5:5(Hand Mixing)
4.76
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22452.92
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
1
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6258
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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 (PRE SR 2018-19 It.No. 9.3 (B), )
15
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84555
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Construction of Embankment with material obtained from barrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to requred slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead up to 1000 m as per technical specification clause 301.5 )
45
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15345
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construction of cc road :Clearing and grubbin road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of grith up to, removal of stumps of such trees cut earlier and disposal of unseviceable materials and stacking of serviceable material to be used or auctioned, up to lead of 1000m including removal and disposal of top organic soil not exceding 150 mm in thickness as per technical specification clause 201.By Mechanical means ,In area of non throny jungle (It.No. 2.2 (II) A)
0.119
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2226.61
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Construction of unlined surface drains of average cross sectional area 0.40sqm in soil to specified lines, graded, levels and dimensions, excavated material to be used in embankment with a lift upto 3.0 m and lead of 50m (average lead 25m) as per Technical specification Clause 307 by Mechanical means (It.No. 3.19 (I) B)
850
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14450
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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 150mm, mixed with water at OM and then comp-acted by rolling so as to achive minimum dry dencity as given in tables 300.1and 300.2 for enmbankment construction as per technical specification clause 301.4.1 (PRE SR 2018-19.No. 3.15, (I)
2125
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27625
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Construction of Embankment with material obtained from barrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to requred slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead up to 1000 m as per technical specification clause 301.5
186.04
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63439.64
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Construction of subgrade and earthen shoulders with material obtained from barrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to requred slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead up to 1000 m as per technical specification clause 301.5
248.63
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83291.05
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Granular Sub-Base/surface course with local materials (Table 400.13)by mix in place method normal construction of granular sub base by providing local material spreading in uniform layer with mortor grader on prepared surface mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achive the desired density complete as per clause 401.4 as per technical specification clause 408 using naturally occuring gravel ((PRE DSR 2018-19 I.No 4.11(i))
425
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270725
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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. (A) by Manual means
159.38
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389205.96
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costruction of un-reinforced, plain cement concrete pavemen, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2. M30 (Grade), coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and and appropriate weight batcher using approved mix design , laid 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, complacted using needle, screed and plate vibrators joint, bitumen, primer, debonding , strips, joint filler board, bitumen sealant, curing of concrete slabs for 14 days, and water fininshing to lines and grade as per drawing and technical specification clause 1501.
425
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2127975
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KSRRB M800-14.2. Reinforced cement concrete M-15 Grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per specifications.including additional M-15 concrete pedestal of 0.2mt. height above G.L. MORTH Specification No. 804
2
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4500
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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 (PRE SR 2018-19 It.No.10.11)
50
-
28100
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
4
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12278.44
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (PRE SR 2018-19 It.No-10.4 A.ii)
1
-
6258
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Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, Ordinary soil upto 3 m depth (PRE SR 2018-19 It.No. 11.1.1(i))
23.36
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8970.24
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Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 &1203(PCC GRADE M-10 Nominal mix)
5.8
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27236.8
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Plain / reinforced cement concrete in sub structure, complete as per drawings and technical specification clause 802,804,805,806,807,1202 and 1204.PCC grade M15
22.68
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110701.08
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.13
-
67387.55
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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
7.5
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42277.5
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Back filling behind abutment, wing wall and return wall complete as per drawings and techinical specification clause 1204.3.8
7.83
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7696.89
... More
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per able 1300.1 no fragment weighing less than 25 kgs laid dry complete as per drawing and techniclal specifications clause 1301
3.6
-
3945.6
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Construction of Toe Walls for protection of slopes as per drawing and technical Specifications. Clause 1302.5 (Random Rubble Masonry in case of stone pitching. Laid with cement mortar)
5.79
-
21793.56
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