Karnataka Rural Road Development Agency 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
₹ 2,66,000Document Cost
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Refer Documents
Description
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Contact
Tender Id
KRRDA/2020-21/RD/WORK_INDENT4849Bid Award Id
ViewTender No
KRRDA/2020-21/RD/WORK_INDENT4849Tender Authority
Karnataka Rural Road Development Agency ViewPurchaser Address
-Website
http://http://www.krrda.in/
GEM & Bid Advisory Services
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BOQ Items
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Compacting original ground supporting embankment : 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
2610
-
38941.2
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Surface Drains in Soil : Construction of unline surface dressing of average cross sectional area 0.40 Sqm in soil to specified lines,grades level and dimension. Excavated material to be used in embkmant with a lift of upto 3 m and lead of 50m (Average Lead 25 m)as per technical specification clause 307 .(B) Mechanical Means
4350
-
75646.5
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Construction of Embankment : Construction of embankment with approved material obtained Road Way Cutting and excavation from drain and foundation of other structures graded and compacted to meet requriement of Table 300.1 and 300.2 as per Technical Specification Clause 301.5
1099.4
-
42480.82
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Construction of Embankment with Material Obtained from Borrow Pits .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
6942.45
-
2488104.66
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Construction of Subgrade and Earthen Shoulders : 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 a lead of 1000m as per Technical Specification Clause 303.1.
4286.34
-
1507162.87
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Granular Sub-base with Well Graded Material (Table 400.1): (A)By Mix in Place Method, 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 III Material
1855.25
-
1844137.05
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Construction of Gravel/ Soil Aggregate Sub-base/Base by providing well graded material of nominal maximum size grading 80 mm as per Table 2.3 of IRC SP 77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 kN Static Roller capacity to achieve the desired density complete as per specifications contained in Para 2.2, 3.6 and 3.7 of IRC SP 77-2008.
855.79
-
1108598.92
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WBM Grading 3 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.
649.26
-
1478903.91
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Provioding 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 machinical means as per technical specification Clause 502.
8231.67
-
548640.81
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Tack Coat :Provioding and applying tack coat with bitumen emulsion (RS-1)using emulsion distributer at the rate of 0.25 - 0.30 kg /sqm the prepared granular surface treated primer & cleaned with Hydraulic broom as per Techinical Specification Clause 503
8231.67
-
111292.18
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. & By adding suitable anti stripping agent satisfying the requirement specified to the satisfactory of the engineer in charge
8231.67
-
970102.31
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Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 & & By adding suitable anti stripping agent satisfying the requirement specified to the satisfactory of the engineer in charge
8231.67
-
397589.66
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Kilometre Stone 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 ii) Ordinary Kilometer Stone (Precast)
3
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7085.61
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Kilometre Stone 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 iii) 200 m stone (precast)
12
-
7528.44
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Providing and fixing RCC name board of size 1.35xk0.60x0.04 mtrs fixed in reinforced cement concrete poles of size 0.1OxO.1Ox2.60mtrs in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 1Omm dia main steel bars and 8mm dia stirups. 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 of0.5 mtrs with cement concrete M 10 proportion. The board shall be fixed as per the drawing and atthe place indicated by the Engineer incharge of the work. The cost includes excavation, bare cost of all materials, cost of steel, centering, transportation charges, fixing charges, labour, HOM etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work.
2
-
11000
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KSRRB M800-2. 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 800.1.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing complete as per specifications. MORTH Specification No.801 ii) 60cm equilateral triangle
16
-
39600
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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 800.1.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing complete as per specifications. MORTH Specification No.801
1.8
-
12384
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Providing and installing at site of work PVC pipes including cost of pipe and specails and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour and lift charges, handling charges with an initial lead of 5 Kms, including encasing the pipe alround to a depeth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. For Crossing of Water supply pipe lines & cabales etc.,(90 mm Dia 4Ksc PVC)
370
-
56610
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KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803 (In No-24.15 P-182 PWD 2018-19)
443
-
190047
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Providing, laying, rumble strips, 250 mm wide and 25mm height in rectangular shape at 1.00 mtr center to center for the entire formation width of road using pre mix bituminous material, including providing WBM (2 layers) for shoulder portions, applying tack coat, providing 2 Nos. retro reflective traffic signs as per IRC SP 67-2010 (for details IRC 99-1988) For 3 nos - including Wbm layers for length of 2 mtrs on either side of carriage way in shouldr portion.-Single lane using SDBC mix material
7.5
-
135352.5
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KSRRB MS00-35. Road Studs Supply and lnstalltion of Moulded Shank Raised Pavement Markers made of polycarbonate and ABS(Acrylonitrile Butadiene Styrene) moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to Specifications of Category A of MORTH Circular No RW/ NH/33023/10-97- DO Ill Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 1DO mm and 102 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 mm and height not less than 30 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer
2024
-
584936
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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 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 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 contraction and expansion, construction joints, primer, sealant and, admixtures as approved, curing of concrete slabs for 14-days,
80
-
400560
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Excavation 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
285.29
-
115088.84
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KSRB: Providing and Filling in foundation with graninte / trap broken metal 100mm. And down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead andlift complete as per specification.
101.25
-
242605.12
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Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specification Clause 1204.3.8
50.22
-
51813.48
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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 I) P.C.C grade M 10
25.73
-
126830.37
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Bedding for Pipe Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
1.2
-
6292.14
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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--For height - P.C.C grade M 15 Nominal mix (1:2.5:5)
252.25
-
1292488.64
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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
50
-
295886
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Laying Cement Concrete Pipe NP2 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets
10
-
14380
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Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 Cement concrete grade M 10
10.75
-
54859.94
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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
23.65
-
27228.24
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 - Stone/Boulder
180
-
207234
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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
6.211
-
380072.02
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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
300
-
168600
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Routine Maintenance after completion of construction works-For 1st Year
2.175
-
126150
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Routine Maintenance after completion of construction works-For 2nd Year
2.175
-
169650
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Routine Maintenance after completion of construction works-For 3rd Year
2.175
-
219675
... More
Routine Maintenance after completion of construction works-For 4th Year
2.175
-
271875
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Routine Maintenance after completion of construction works-For 5th Year
2.175
-
326250
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Renewals after completions of 5 th Year maintenance-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 as per Technical Specification Clause 303.1.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
171.39
-
68487.44
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 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
8324.3
-
119869.92
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Mix Seal Surfacing (For 6th Year Renewal) Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or13.2 mm to 0.9 mm (Type - B) aggregates with with addition of processed waste plastic 8% by weight of bitumen using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in suitable plant, laying and rolling with a three wheel 8-10 KN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Mechanical means,(II) Bitumen (S-65) , Provision for 6th Year Recarpet as Adhoc increase of 24% From Present SR. 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
8324.3
-
1118785.92
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