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₹ 1,07,76,721
Costs
EMD
₹ 1,07,767Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_109692_5Bid 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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(c) Road - C
2850
8
23598
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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 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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(a) Road - A
402.9
362
146043.19
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(b) Road - B
1204
367
442987.72
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(b) Road - C
350.9
355
124780.04
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Labour 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 37.5 mm thick each 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 in each layer 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 but excluding cost and conveyance of bitumen, metal and chips complete as per specification and direction of Engineer-in-Charge
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-
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Road - C
395.42
649
256781.79
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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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(a) Road - A
6937.5
19
138611.25
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(b) Road - B
17193.75
20
343875
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(c) Road - C
3633.75
19
72238.95
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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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(a) Road - A
175.17
10240
1793779.34
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(b) Road - B
434.14
10354
4495098.58
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(c) Road - C
92.66
10069
933039.87
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Reinforced cement concrete M15 grade Kilometre stone of Standard design as per IRC:8 fixing in position including painting, lettering in accordance with the specifications Clause 1703 of MoRD . etc. complete and as per direction of the Engineer -in- charge.
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-
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Kilo Meter Stone
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-
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(a) Road - A
4
2538
10155.6
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(b) Road - B
5
2569
12847.45
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(c) Road - C
4
2570
10283.44
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200 mtr stone
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-
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(a) Road - A
12
595
7145.64
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(b) Road - B
15
600
9013.65
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(c) Road - C
8
606
4850.48
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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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(a) Road - A
210.5
200
42285.24
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(b) Road - B
579
200
116309.52
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(c) Road - C
117.8
200
23663.66
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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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(a) Road - A
88
270
23839.2
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(b) Road - B
132
270
35758.8
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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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(a) Road - A
16.5
620
10245.51
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(b) Road - B
24.75
647
16019.19
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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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(a) Road - A
88.5
6456
571372.82
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(b) Road - B
141.75
6560
929989.15
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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 & drawing including providing centering & shuttering with cost, conveyance, royality & taxes of all materials T&P articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
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-
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(a) Road - A
60
143
8620.8
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(b) Road - B
90
143
12937.5
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