Karnataka Rural Road Development Agency Tender
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Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 35,000Document Cost
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Description
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Contact
Tender Id
KRRDA/2021-22/RD/WORK_INDENT5222Bid Award Id
ViewTender No
KRRDA/2021-22/RD/WORK_INDENT5222Tender Authority
Karnataka Rural Road Development Agency ViewPurchaser Address
-Website
http://http://www.krrda.in/
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BOQ Items
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Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grade, levels & dimensions Excavated material to be used in embankment as per Technical Specifiacation Clause 307 by mechanical means. 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 Mechanical means
2500
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43200
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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
697.5
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223730.1
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Construction of Granular sub-base by providing well graded material, spreading in uniform layers with Tractor mount appropriate grading arragements 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 .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 .
81
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88967.16
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WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing , rolling with three wheel roller 80-100KN static roller in stages to proper grade and camber, applying and brooming, Crushable screenings to fillup the interstices of coarse aggregate, watering and compacting to the required density grading II as per Technical Specification Clause 405. WBM Grade II By Mechanical Means 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
330.63
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662741.22
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Providing, laying, spreading and compacting available stone aggregates of specific sizes to water bound mecadam 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/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical specification Clause 405. Available Gr-II material of the existing.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
35
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15687.7
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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. By Mechanical Means 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. By Mechanical Means
351.56
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827333.18
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Providing and applying primer coat with bitumen emulsion (SS-1) of low porosity 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 means as per Techinical Specification Clause 502 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.
4687.5
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329062.5
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & 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
4687.5
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65812.5
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Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm 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 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 Type B as per Technical Specification Clause 508. Case II By Mechanical Means using (S-65) Bitumen 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
4687.5
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611625
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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 510with 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.By Manual Means Type B (ii) Bitumen (S-65)
4687.5
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228703.12
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Providing and fixing of retro reflectorised cautionary, maddatory and informatory sign as per IRC 67 made of encaoasulated lens type reflective sheeting vide clause 17001.2.3 fixed over aluminium sheeting 1.50 mm thick supported on a mild steel aungle iron post 75mm X 75mm X 6mm firmnly fixed to the fround by means of property designed foundation with M-15 grade cement concrete 450 mm X450 mm X 600 mm below ground level; as per drawing and technical specification clause 801, with all lead and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc., complete as per detailed specification and direction of the Engineer-in-charge of the work.600 mm equilateral trangle.
4
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10488.96
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Direction and Place Identification Signs upto 0.9 sqm Size Board : Providing and erecting and place identifications Retro-reflectorised sign as oper IRC 67, made of encapasulated lens type reflective sheeting vide clause 17001.2.3. fixed over aluminium sheeting 2 mm thick with area not exceeeding 0.9 sqm supportd on a mild steel single iron post 75 X 75X 6 mm firmly fixed to the ground by means of proporly designed foundation with M-15 grade cement concrete 450 X 450 X 600 mm below ground level; as per drawing and technical specification clause 801, 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
1.08
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6756.96
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Providing Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 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 .Ordinary Kilometre stone(precast)
3
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7481.16
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Providing Reinforced cement concrete M15 grade of kilometre stone standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 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. 200 Mtr stone (precast)
5
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3337.2
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Providing and fixing RCC name board of size 1. 35xk0.60x0.04 mtrs fixed un reinforced cement concrete poles of size 0.10x0.10x2.60 mtrs in cement concrete poles of size 0.10x0.10x2.60 mtrs in cement concrete M 20 proportion using 20 mm and down size graded metal machine mixed with 10 mm dia main steel bars and 8 mm dia stirpes as shown in drawing. The board shall be provided with 12.00 mm thick cement plaster in cement mortar 1:3 on both the sides. The poles shall be embeddedd in the ground for a depth of 0.50 mtrs with cement concrete M-10 proportion. The board shall be fixed as per the drawing and at the place indicaded by the engineering charge of the work. The cost includes excavation, cost of meterials, cost of steel, carried out as per detailed specifications, drawings and direction of the engineer in charge of the work.
1
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5940
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KSRB M 800-14.1 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface/Concrete 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work
250
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115830
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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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work
410
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119113.2
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