Rural Development Department Tender
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Costs
EMD
₹ 1,54,467Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Annual Maintenance Plan For 5 Years Completed Pmgsy (post Dlp) Roads Under Package No. Pm/puri/54/2024-25
Description
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Contact
Tender Id
2024_CERWI_107600_14Tender No
Tender Online C.C-23 of 2024Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Road-C
2524
8
20873.48
... More
Road-D
8108
8
67053.16
... More
Road-E
15277.6
8
126345.75
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Road-F
8400
8
69468
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Road-G
2674
8
22113.98
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Road-H
2700
8
22329
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Earth work in excavation of foundation in hard soil with all leads and lift including rough dressing breaking clods and leveling bed and depositing the excavated materials away from the working area etc. complete as directed Engineer-in-Charge.
-
-
-
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Road-B
51.3
270
13897.17
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Road-D
59.4
270
16091.46
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Road-E
81
270
21942.9
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Road-H
12.87
270
3486.48
... More
Labour for scraping, cleaning the road surface applying tack coat using 3.0 kg of bitumen for 10 sqm and laying 37.5mm thick built up spray grouting in one layer using 0.45 cum of 25mm to 40mm size crusher broken hard granite material and 12.00 Kg penetration grade of bitumen for 10 sqm with 0.12cum of 12mm size hard granite chips as key stone for 10sqm 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 machinaries including cost, conveyance, royalty, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
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-
-
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Road-A
500.51
331
166134.28
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Road-B
886.51
335
297645.73
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Road-C
252.03
335
84611.51
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Road-D
500.51
339
169983.21
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Road-E
710.65
339
241350.95
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Road-F
166.98
342
57113.84
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Road-G
308.06
340
104949.88
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Road-H
220.91
342
75595.4
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Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
-
-
-
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Road-B
51.3
1456
74699.47
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Road-D
59.4
1521
90399.67
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Road-E
81
1390
112620.78
... More
Road-H
12.87
1521
19586.6
... More
Providing, laying, spreading and consolidation of moorum with PRR in shoulder to required thickness including watering with cost, conveyance, royality of all materials, labour charge, T & P etc as required for the work complete in all respect as per direction of Engineer in charge.
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-
-
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Road-A
209.88
1772
371949.34
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Road-B
168
1856
311868.48
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Road-C
135
1688
227885.4
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Road-D
163.8
1772
290286.36
... More
Road-E
261.3
2548
666030.18
... More
Road-F
110.52
1688
186562.18
... More
Road-G
74.25
1637
121587.35
... More
Road-H
92
1688
155299.68
... More
Construction of embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 & clause 305 of MoRT&H specification for Road & Bridge works as per direction of the Engineer-in-Charge.
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-
-
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Road-A
190.08
200
38183.27
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Road-B
308
200
61871.04
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Road-C
225
200
45198
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Road-D
327.6
200
65808.29
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Road-E
603
200
121130.64
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Road-F
62.5
200
12555
... More
Road-G
167.1
200
33567.05
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Road-H
138
200
27721.44
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Providing plain cement concrete M-15 with clean black hard granite stone aggregates of 40mm & down graded size of approved quality from approved quarry consistent with strength & cover of concrete & laying in position in layers not exceeding 150mm thick in the proper packing by means of vibrator to proper slope and to the required level including hoisting lowering laying concrete providing side shuttering & finishing all exposed surface smooth supplying & working of pumps, labour & T&P articles & all machineries, dewatering if required with cost conveyance, royality of all materials complete in all respect as per specification & direction of the Engineer-in-Charge. (Above Bed)
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-
-
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In Foundation
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-
-
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Road-B
10.26
5974
61301.35
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Road-D
11.88
6118
72690.99
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Road-E
16.2
6020
97538.74
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Road-H
2.57
6154
15818.27
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In Sub structure
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-
-
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Road-B
55.58
6039
335678.19
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Road-D
64.35
6183
397910.16
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Road-E
87.75
6085
534017.54
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Road-H
6.97
6219
43351.52
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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,requisite type of screening/ binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density including cost, conveyance, royalty of material, labour charges, T&P etc. complete as per Technical Specification Clause 404 of MoRTH specification for road & bridge works (4th revision) by manual means and as per direction of the Engineer-in-Charge.
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-
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Grade -III (with Stone screened dust)
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-
-
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Road-F
24.84
3454
85802.58
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Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means for low porosity surface including cost, conveyance, royalty of materials, labour charges, T&P etc, required for the work complete as per clause 502 of MoRT&H specification and direction of Engineer in Charge.
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-
-
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Road-F
319.55
35
11491.02
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Providing and applying tack coat with Bitumen emulsion using emulsion distributor at the rate of 0.20 kg/sqm on the prepared bituminous surfaces cleaned with mechanical broom as per Clause 503 of MoSRT&H specifications including cost, conveyance, royalty of all materials, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
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-
-
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Road-A
4078.8
13
53880.95
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Road-B
5407.5
13
71379
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Road-C
2896.88
13
38238.82
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Road-D
5272.31
13
69752.66
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Road-E
7802.25
13
102911.68
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Road-F
2414.06
13
31744.89
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Road-G
2151.41
13
28377.1
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Road-H
1776.75
13
23435.33
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Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of 10mm nominal size (Grading-II) 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 wheelede,vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including cost, conveyance, royalty, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
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-
-
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Road-A
101.97
9456
964251.77
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Road-B
135.19
9519
1286876.31
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Road-C
72.42
9516
689196.52
... More
Road-D
131.81
9585
1263443.67
... More
Road-E
195.06
9581
1869027.86
... More
Road-F
60.35
9624
580844.01
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Road-G
53.79
9608
516819.7
... More
Road-H
44.42
9636
428047.11
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Construction of Unreinforced 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 M30 (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, laying and fixing of 125 micron thick polythene film, wedges including levelling the formwork 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 and expansion, construction joints, primer, sealant, admixtures as approved, curing of concrete slabs for 14-days with curing compound and water, finishing to lines and grade as per drawing and Technical Specification Clause 1501 of MORD and asper direction of Engineer-in charge.
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-
-
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Road-A
65.21
7145
465937.84
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Road-C
19.01
7225
137354.47
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Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local stone of standard design as per IRC : 8 fixing in position including painting, and printing etc. as per drawing and technical specification clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
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-
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Ordinary kilometer stone
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-
-
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Road-A
3
2519
7559.55
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Road-B
4
2546
10184.92
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Road-C
2
2547
5094.32
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Road-D
2
2585
5170
... More
Road-E
5
2558
12793.25
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Road-F
3
2566
7699.17
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Road-G
2
2573
5147.14
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Road-H
2
2594
5189.48
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200 M Stone (Precast)
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-
-
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Road-A
4
721
2885.2
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Road-B
12
726
8714.76
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Road-C
4
726
2905.6
... More
Road-D
4
733
2932.52
... More
Road-E
16
728
11655.04
... More
Road-F
10
729
7298.2
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Road-G
3
731
2193.27
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Road-H
4
734
2939.44
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Providing & fixing of M-15 grade Guard stone / boundary stone of standard design as per IRC-25 fixed position including finishing and lettering as per drawing and Technical Specifications of MORD specification for Rural roads clause 1704 as per direction of Engineer-in-charge.
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-
-
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Road-A
20
738
14764.8
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Road-B
24
760
18245.04
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Road-C
12
760
9123.48
... More
Road-D
12
777
9326.16
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Road-E
200
775
155006
... More
Road-F
10
785
7854.2
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Road-G
10
780
7801.5
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Road-H
22
787
17330.06
... More
Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including cost,conveyance,royalty, labour and T&P required for the work and as per direction of Engineer-in-charge.
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-
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Road-E
1
11719
11719.72
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