Rural Development Department Tender
... More
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Costs
EMD
₹ 1,01,961Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
A-sadhupali Chowk To Barupali, B-basekela To Ichhapadar, C-rd Rod To Narangpur, D-rd Road To Tambimunda
Description
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Contact
Tender Id
2025_CERWI_138925_3Tender No
PMGSY Online RWCSBP-14/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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Road - C
2734
2
7491.16
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Flank dressing to proper camber including T&P materials etc. complete as per direction of the Engineer in charge.
-
-
-
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Road - A
290.25
6
1967.9
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Road - B
3070
6
20814.6
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Road - C
2734
6
18536.52
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Providing, spreading & compacting moorum in berms including watering and compacting to the required density in O,M.C with PRR including cost, conveyance & royalty of materials, labour, T&P required for the work and taxes etc complete as per the direction of Engineer- in- charge.
-
-
-
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Road - A
31.1
620
19300.04
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Road - B
32.5
620
20168.85
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Road - C
44.5
620
27615.81
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Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment
-
-
-
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Road - A
2332.5
5
12478.88
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Road - B
1950
5
10432.5
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Road - C
2670
5
14284.5
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Providing laying and rolling of premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 of MoRD by manual means and as per the direction of the Engineer-in-charge.
-
-
-
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Road - A
116.63
194
22689.2
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Road - B
97.5
197
19295.25
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Road - C
267
191
51162.54
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Construction of 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 25mm 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 and fixing of 125 micron thick polythene film, wedges, steel plates 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 and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
-
-
-
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Road - A
41.25
7175
296000.93
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Road - B
73.88
7372
544663.31
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Road - C
109.88
7082
778222.9
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White washing two coats on parapet walls and tree trunks including cost of white washing and preparation of surface by cleaning scrapping etc; complete as per specification and direction of the Engineer-in-charge.
-
-
-
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Road - A
54.38
36
1966.38
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Road - B
23.3
36
842.53
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Road - C
31.07
36
1123.49
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Providing reinforced cement concrete M15 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.
-
-
-
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Ordinary KM stone
-
-
-
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Road - A
1
2302
2302.93
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Road - C
2
2276
4553.72
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200 metre Stone (Precast)
-
-
-
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Road - A
4
626
2507.68
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Road - B
4
634
2539.76
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Road - C
5
622
3111.5
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RCC guard posts of 200 mm dia M15 grade
-
-
-
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Road - A
22
747
16438.4
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Road - B
17
751
12773.8
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Road - C
27
744
20109.6
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Providing and fixing of retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67 made of Class-B retro-reflective sheeting ofhigh intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per claue 6.5.2 of IRC: 67-2012 or A.C.P. (Aluminium composite panel)used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminium thickness of 0.5mm on both sides supported on mild steel angle post 75mmx75mmx6mm and periphery supporting member of MS angle of 50mmx50mmx6mm size firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45cmx45x75cm, 60 cm below ground level as per approved drawing including cost, conveyance, royalty, taxes of all materials, labour, T&P, excavation, curing etc. complete under supervision of the EIC.
-
-
-
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90 cm equilateral Triangle.
-
-
-
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Road - A
4
2239
8956
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Road - B
1
2263
2263.13
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Road - C
2
2224
4449.9
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60 cm Circular
-
-
-
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Road - B
2
2276
4553.14
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Road - C
2
2238
4476.78
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Part-III (Periodical Renewal)
-
-
-
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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)
-
-
-
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Road - A
1920
18
34713.6
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Road - B
1950
18
35334
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Road - C
2670
18
48327
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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 wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
-
-
-
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Road - A
48
10721
514628.64
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Road - B
48.75
10923
532498.2
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Road - C
66.75
10549
704187.8
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Part-IV (Emergency work)
-
-
-
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Work to be taken up as per the requirement and separate work order to be issued by PIU
-
-
-
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Road - A
1.16
99954
116047.46
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Road - B
1.54
97780
150093.08
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Road - C
1.37
144343
197317.73
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Part-II (Routine Maintenance)
-
-
-
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For 1st Year
-
-
-
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Road - A
-
-
-
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BT Renewed
0.51
30600
15667.2
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CC
0.65
29000
18821
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Road - B
-
-
-
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BT Renewed
0.65
30600
19890
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CC
0.89
29000
25665
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Road - C
-
-
-
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BT Renewed
0.89
30600
27234
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CC
0.48
29000
13833
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For 2nd Year
-
-
-
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Road - A
-
-
-
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BT Renewed
0.51
36100
18483.2
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CC
0.65
29000
18821
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Road - B
-
-
-
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BT Renewed
0.65
36100
23465
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CC
0.89
29000
25665
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Road - C
-
-
-
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BT Renewed
0.89
36100
32129
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CC
0.48
29000
13833
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For 3rd Year
-
-
-
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Road - A
-
-
-
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BT Renewed
0.51
51300
26265.6
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CC
0.65
29000
18821
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Road - B
-
-
-
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BT Renewed
0.65
51300
33345
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CC
0.89
29000
25665
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Road - C
-
-
-
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BT Renewed
0.89
51300
45657
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CC
0.48
29000
13833
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For 4th Year
-
-
-
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Road - A
-
-
-
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BT Renewed
0.51
59000
30208
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CC
0.65
29000
18821
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Road - B
-
-
-
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BT Renewed
0.65
59000
38350
... More
CC
0.89
29000
25665
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Road - C
-
-
-
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BT Renewed
0.89
59000
52510
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CC
0.48
29000
13833
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For 5th Year
-
-
-
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Road - A
-
-
-
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BT Renewed
0.51
66100
33843.2
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CC
0.65
29000
18821
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Road - B
-
-
-
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BT Renewed
0.65
66100
42965
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CC
0.89
29000
25665
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Road - C
-
-
-
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BT Renewed
0.89
66100
58829
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CC
0.48
29000
13833
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