Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 Jan 2025
Closing Date31 Jan 2025
Tender Amount₹ 1,22,60,000
Costs
EMD
₹ 1,22,600Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Periodical Maintenance Of 5 Years Completed Pmgsy Roads Under Pmgsy Package No Or-16-pm-15(a)nadiabarei To Karilopatna (b) Karilopatana To Dalanta Road (c) Haladiagoda To Beruan Road In The District Of Kendrapara For The Year 2024-25.
Description
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Contact
Tender Id
2025_CERWI_109692_4Bid Award Id
ViewTender No
Tender Online RCK-23/24Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Road -C
6980
8
57934
... More
Supplying all materials Labour T&P for scraping cleaning the road surface applying tack coat using 3.0 Kg of bitumen for 10 Sqm and laying 37.5 mm thick built up spray grouting in one layer using 0.45 cum of 25 mm to 40 mm size hard granite metal and 12.00 Kg penetration grade of bitumen for 10 Sqm with 0.12 cum of 12 mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries complete as per specification and direction of Engineer-in-Charge
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-
-
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Road -A
683.7
355
243123.72
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Road -B
471.9
355
167807.64
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Providing, laying spreading and compacting stone aggregates wet mix macadan specification including speading in uniform thickness, hand packing, rolling withsmooth 3 wheeled steel roller roller in stages to proper grade and camber, applying and brooming stone screening/binding material to fill up the interstics of couse aggregates, watering and compacting to requied density Grading-II to as per MORD technical specification 405 with all cost, carrrage, royality, Taxes, of all materials, and labour etc complete & as per direction of Engineer Incharge.
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-
-
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Road-C
72.71
3626
263697.36
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Supplying all materials Labour T&P for scraping cleaning the road surface applying tack coat using 3.0 Kg of bitumen for 10 Sqm and laying 75 mm thick built up spray grouting in two layers using 0.45 cum of 25 mm to 40 mm size hard granite metal and 12.00 Kg penetration grade of bitumen for 10 Sqm with 0.12 cum of 12 mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries complete as per specification and direction of Engineer-in-Charge
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-
-
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Road -A
747.3
649
485289.15
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Road-B
468.6
649
304304.15
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Cleaning the existing black topped surface including removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous etc
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-
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Road C
11953.46
5
63951.01
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Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision) as per specification and direction of Engineer-in-Charge.
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-
-
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Road -A
13632.93
19
272385.94
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Road -B
4325.78
19
86429.08
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5 Road -C
13110
19
260889
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Providing and applying Primer Coat using bitumen emulsion on the prepared granular surface including clearing of road surface and spraying primer at the rate of 0.6 Kg/Sqm using mech. means cleaning with hydraulic brooms including cost of all materials, labour , T&P etc. complete as per the specification and direction of the Engineer-in-Charge.
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-
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Road-C
969.42
37
35965.48
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Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) etc. complete as per direction of Engineer in charge.
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-
-
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Road-A
344.23
10240
3524990.93
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Road -B
108.14
10069
1088915.73
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Road-C
331.03
10438
3455357.35
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Construction of embankment with approved materials obtained from borrow pis with all lead & lifts, transporting to site by Mechanical means within a lead of 5 km, spreading grading to required slope and compacting to meet the requirement of Table 300.2 and clause 305 of MOSRT&H tec. as per specification and direction of Engineer in charge.
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-
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Road -A
584.27
200
117368.16
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Road -B
160.5
200
32241.24
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Road -C
145.13
200
29153.71
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Earth work in excavation of foundation in all kinds of soil including moorum & stoney earth & gravel mixed with boulders with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, dewatering from foundation including hire & running charges of pumps if required & stacking the excavated materials away from the working areas as directed by the Engineer-in -Charge complete as per specification & direction of the Engineer-in-charge, below bed level.
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-
-
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Road -A
84
270
22755.6
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Providing and fixing of R.C.C(1:2:4) pre cast Kilometer stones of different size with all labour, materials, T&P, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge
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-
-
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Road-C
6
2566
15399.96
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Supplying & filling good clean river sand in the foundation and approach road including watering to complete saturation & ramming complete with all leads & lifts including cost. Conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete ( measurement will be taken for compacted section as per direction of Engineer-in-Charge.)
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-
-
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Road -A
10.5
1050
11025.84
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Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bitumionus binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and allignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
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-
-
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Road -C
107.25
8831
947210.55
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Cement concrete (1:3:6) in foundation & plinth with 4 cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150 mm. thick with proper packing & ramming each layer of concrete by means of vibrator including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specification & direction of the Engineer-in Charge providing groove & beads where necessary complete in all respects.
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-
-
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Road -A
98.5
6626
652674.79
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Providing weep holes in the abutment & wing walls 8.00cm. X 23.00cm. size including metal spall backing 30cm X 30cm. size in rear complete as per the approved design.(50*.7=35)
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-
-
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Road -A
35
145
5077.45
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