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.
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Tender Id
RDPR/2020-21/RD/WORK_INDENT82970Bid Award Id
ViewTender No
RDPR/2020-21/RD/WORK_INDENT82970Tender 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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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (It No 3.4/P-31/ PRE/SR/18-19)
2440
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827160
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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 (PRE SR 2018-19 It.No. 3.14 )
2507.4
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834964.2
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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.
1441.8
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916984.8
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound mecadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN satic roller in stage to proper grade and camber, applying and brooming, crushable screening to fill up the interstics of coarse aggregate, watering and compacting to required density Grading 2 as per technical specification clause 405, by Mechanical means PRE SR 2018-19.I.NO 4.7.2(B)
337.5
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716850
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound mecadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN satic roller in stage to proper grade and camber, applying and brooming, crushable screening to fill up the interstics of coarse aggregate, watering and compacting to required density Grading 3 as per technical specification clause 405, (A) by Mechanical means PRE SR 2018-19. It.No -4.7.3(B)
337.5
-
731362.5
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Providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 Kg/sqm using mechanical mens as per technical specification 502. (PRE SR 2018-19. it.No. 5.1.1)
4500
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234000
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Mix Seal Surfacing: Povidng laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm (Type-B) aggregates using penetration grade bitumento required line, grade and level to serve as wearing course on a prevously prepared base, including mixing in a suitabe plant, laying and rolling with a three wheel 8-10 KN static roller and finishing to required level and grades as per Specification Clause 509, TypeA(S-65) PRE SR 2018-19. it.No. 5.11
4500
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702000
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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(PRE SR 2018-19 It.No 10.10 (ii))
3
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6747
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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)
30
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16860
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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 (900mm equilateral trangle )
5
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15275
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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 (600mm equilateral trangle )
3
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7017
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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 (600mm Circular)
2
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5616
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Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 (PRED 2018-2019,It.No - 10.8)
300
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40800
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Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.(PRED 2018-2019,It.No - 10.20)
846.67
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226907.56
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PROVIDING AND FIXING KKRDB NAME BOARD
2
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12000
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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 claue 1501.2.2 design mix M20 (grade ), coarse and fine aggregates confirming to IS 383, maximum size of coarse aggregate not exceedng 25mm, 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 thickness polythene film, wedges, steel plates including levelling the formwork as per draqwings ), spreading the concrete with shoes, rakes, compacted using needle, screeed and plate vibrators and finished in continuous operation including provision of contraction and expansion, consstruction joints, primer, sealant, curing of concrete slabs for 14-days , and water finishing to line and grade as per drawing and technical specifications clause 1501.
22.5
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106897.5
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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), )
52.5
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295890
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (It No 3.4/P-31/ PRE/SR/18-19)
126
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42714
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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))
124.56
-
47831.04
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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) (PRE SR 2018-19 It.No. 11.4.1(i))
42.66
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200288.7
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications clause 802,803,,1202& 1203 for hight . R.C.C. Grade M:20 Nominal mix 1:2:4
114.83
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701381.64
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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), )
75
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422700
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (It No 3.4/P-31/ PRE/SR/18-19)
100.8
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34171.2
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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.
22.4
-
24550.4
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Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawings and technical specification Clauses 1002, 1010 & 1202
7.46
-
434761.34
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Boundary Pillar: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 13-14,P NO 85,I NO 10.11)
40
-
22480
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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))
96.46
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37040.64
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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) (PRE SR 2018-19 It.No. 11.4.1(i))
17.74
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83289.3
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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 (PRE SR 2018-19 It.No. 12.5.1(i))
94.29
-
460135.2
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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 ( PRE SR 2018-19 It.No. 13.3)
5.19
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309479.7
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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), )
30
-
169080
... More
Back filling behind abutment, wing wall and return wall complete as per drawings and techinical specification clause 1204.3.8 (PRE SR 2018-19 It.No. 12.10(I))
31.34
-
30807.22
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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(PRE SR 2018-19 It.No. 14.1)
14.94
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16374.24
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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) (PRE SR 2018-19 It.No. 14.11(i))
11.58
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41745.9
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