Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date21 Jan 2025
Closing Date31 Jan 2025
Tender Amount₹ 1,25,20,934
Costs
EMD
₹ 1,25,209Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Periodical Maintenance Of 5 Years Completed Pmgsy Roads Under Pmgsy Package No Or-16-pm-14 (a)andhalo To Patsura Road (b)madana To Jagannathpur Road (c)patkura To Samsara Road In The District Of Kendrapara For The Year 2024-25
Description
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Contact
Tender Id
2025_CERWI_109692_3Tender 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
... More
(c) Road - C
6095
8
50466.6
... More
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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(a) Road - A
388.67
677
263362.79
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(b) Road - B
413.02
682
282076.14
... More
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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(c) Road - C
248.15
371
92090.95
... More
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
10635.71
32
349170.36
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(b) Road - B
5819.7
33
194028.8
... More
(c) Road - C
8040.85
30
246693.28
... More
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen,transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
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-
-
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(A) Road - C
173.1
8464
1465206.68
... More
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
275.61
10572
2913991.46
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(b) Road - B
155.82
10386
1618485.2
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(c) Road - C
202.73
10336
2095502.43
... More
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 metre stone
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-
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(a) Road - A
4
2624
10497.8
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(b) Road - B
3
2634
7903.47
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(c) Road - C
3
2622
7867.86
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200 metre stone
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-
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(a) Road - A
12
610
7331.04
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(b) Road - B
8
612
4901.68
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(c) Road - C
8
610
4884.8
... More
Earth work in ordinary soil in embankments, roads, etc. wtihin 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5 cm to 7cm and laying in layers not exceeding 0.3 m in depth and as per specification approved by the department along with proper compaction with P.R.R. including hire and running charges of P.R.R. (with OMC condition)
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-
-
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(a) Road - A
125.27
288
36099.06
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(b) Road - B
75.84
288
21854.81
... More
(c) Road - C
139.13
288
40093.09
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 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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WBM Gr-II (with stone screening)
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-
-
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(b) Road - B
2.95
4391
12953.98
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WBM Gr-III (with stone screening)
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-
-
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(b) Road - B
2.95
4426
13058.32
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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
181.5
270
49168.35
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(b) Road - B
92.4
270
25031.16
... More
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
18.15
659
11967.38
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(b) Road - B
9.24
619
5727.88
... More
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
27.23
6722
183059.12
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(b) Road - B
13.86
6757
93656.04
... More
Providing plain cement concrete in nominal mix M15 using 40 mm and down graded granite chips for substructure etc complete as per drawing and technical specification including cost, conveyance & royality of all materials to site and as per direction of the Engineer-in-Charge.
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-
-
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(a) Road - A
193.05
6174
1192062.51
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(b) Road - B
98.28
6207
610086.86
... More
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 M-30 (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 including levelling the form work 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, expansion and construction joints, applying sealant, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as per direction of the Engineer-in-Charge.
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-
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(a) Road - A
40.95
7262
297418.21
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(b) Road - B
22.39
7295
163343.78
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