Karnataka Rural Road Development Agency Tender
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The KRRDA has issued a formal invitation for competitive bids for the Karnataka Rural Road Development Agency project, for Improvements To Road From Savoor Village To Sh Approach Road In Shahapur Taluka In Yadgir District Under Kkrdb For The Year 2024-25 in Yadgir, Karnataka, with an estimated contract value of Rs. 83,69,414. The bid opening date for this tender is 21-12-2024 and the last date for bid submission is 31-12-2024. Interested bidders for Karnataka Rural Road Development Agency tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 1,68,000Document Cost
Refer DocumentsTender Fee
₹ 2,100
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
KRRDA/2024-25/RD/WORK_INDENT184Bid Award Id
ViewTender No
KRRDA/2024-25/RD/WORK_INDENT184Tender Authority
Karnataka Rural Road Development Agency ViewPurchaser Address
-Website
http://http://www.krrda.in/
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Documents
BOQ Items
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015 - Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen VG-30 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot mix plant of capacity not less than 40/60 TPH laying and rolling with a smooth wheeled roller, finished to required level and grades. Mechanical Means
5687.5
156
889809.375
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025 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork hall be paid separately)
1.71
6288
10753.2495
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007 - Construction of Embankment by excavating the available approved GravelMurrum deposited at a place or borrow pits during or prior excavation with all lifts and lead transportation to site spreading grading to required slope and compacting to meet the requirement complete as per specifications including cost of labourrollingwaterall materialsusage and all other appurtenaces required to complete the work
3372.2
497
1678343.94
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008 - 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 No 3002
1864.2
517
965003.13
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009 - Construction of Granular SubBase by Mix in Place Method by providing well graded Gravel 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 Specifications
629.38
1498
943031.523
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014 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface
5687.5
14
83606.25
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018 - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
30
785
23562
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001 - Clearing and grubbing road land including uprooting rank vegetation grass bushes shrubs saplings and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned including removal and disposal of top organic soil not exceeding 150 mm in thickness By Mechanical Means using Motor Grader In area of light jungle in area of Non thorny jungle
4536
5
23042.88
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031 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.
7.2
6724
48414.024
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020 - providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
0.9
9460
8514.45
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022 - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.
300
556
166950
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026 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications
12.35
7262
89687.429
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011 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up theinterstices of coarse aggregate, watering and compacting to the required density. Grading-II (53 mm to 22.4 mm) By Mechanical Meanscum
423.56
2526
1070039.628
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002 - construction of unlined surface drains of average cross sectional area 040 m2 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 By Mechanical Means
2980
26
78225
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005 - Loosening leveling 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 Table 3002 for embankment construction for BT Surface
1053
110
116093.25
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018 - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
3
3073
9220.65
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027 - Supplying, Fitting and Placing TMT FE 550/500D steel Reinforcement including cost of all materials machinery,labour, cleaning, straightening, cutting,bending, hooking, laping/welding joints,tying with binding wire/soft annealed steel wire and oher ancilary operations complete as per technical speciications
0.32
82961
26547.696
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022 - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022
5
4985
24927
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016 - Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B seal coats with bituminous binder VG-30
5687.5
54
310537.5
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029 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work
132.75
497
66069.675
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006 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction
1657.15
124
207060.8925
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019 - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting
6
884
5304.6
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010 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of Using Screening Crushable type such as Moorum or Gravel to fill up theinterstices of coarse aggregate, watering and compacting to the required density. Grading-I (63 mm to 45 mm) By Mechanical Means
426.56
2272
969229.632
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023 - Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.9m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and whitebands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804
2
9450
18900
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012 - Construction of water bound macadam sub base /base by using available scarified aggergate by stacking the scarified material hand breaking into coarse aggregate of specific of water bound macadam including spreading in uniform thickness, and packing ,rolling with amooth wheeled roller 8T in stages of proper grade and camber applying and brooming crusgable screeing to fill up the interstices of coarse aggregate watering and compacting of required density grading I (63mm to 45mm )as per technical specification MORD Clauses 405 with all lead, lift, loading and unloading charges, cost and convenience of all the materials, labours ,euipments etc.Complete by manual means as per directions of the Enginner incharge of the work.
137.81
1064
146726.307
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013 - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means
5687.5
43
244846.875
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030 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification (With Granular Material)
7.71
1226
9455.544
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004 - Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead
5250
6
33075
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