Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CERWI_68612_30Bid Award Id
ViewTender No
ROAD TENDER ONLINE RWCSBP-07Tender 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
8560
-
1.87
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Road-D
5200
-
1.87
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Road-E
7320
-
1.87
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Road-F
12400
-
1.87
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Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and levelling the bed and depositing the excaveted earth away from site & compacting with PRR as per the direction of the Engineer-in-charge.
-
-
-
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Road-A
2475
-
193.05
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Road-B
1271.4
-
193.05
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Road-C
1284
-
193.05
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Road-D
728
-
193.05
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Road-E
1372.5
-
193.05
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Road-F
2790
-
193.05
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Providing and laying moorum on shoulder / Berm including all cost and conveyance of all materials and labour charges etc complete for finished item of work as per the direction of EIC.
-
-
-
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Road-A
870
-
448.22
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Road-B
478.5
-
421.55
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Road-C
256.8
-
430.44
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Road-D
158.4
-
439.33
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Road-E
219.6
-
439.33
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Road-F
356.5
-
439.33
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Cleaning the existing black topped surface with removal of foreign materials with brooms soft brushes and finaly dusting with old gunny bags or compressed air to receive bituminous treatment as per direction of E I C.
-
-
-
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Road-A
8775
-
3.65
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Road-C
8201.25
-
3.65
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Road-D
6480
-
3.65
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Road-E
4010
-
3.65
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Road-F
5535
-
3.65
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Road-G
11685
-
3.65
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Providing, laying, scraping, cleaning the road surface applying tack coat using 3.0Kg of bitumen for 10 Sqm and laying 75mm thick built up spray grouting in one layers 37.5mm thick each layer using 0.45cum of 25mm to 40mm size hard granite metal and 12.00Kg penetration grade of bitumen for 10 Sqm in each layer with 0.12cum of 12mm 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 including cost and conveyance of bitumen, metal and chips complete as per specification and direction of Engineer-in-Charge
-
-
-
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Road-A
87.75
-
229.71
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Road-B
1223.44
-
235.76
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Road-C
481.5
-
238.74
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Road-D
396
-
238.84
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Road-E
823.5
-
236.25
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Road-F
871.88
-
237.81
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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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-
-
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Road-A
11712.75
-
8.92
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Road-C
10474.69
-
8.91
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Road-D
9055.5
-
8.92
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Road-E
1847
-
8.92
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Road-F
8434.5
-
8.91
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Road-G
14701.88
-
8.91
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 penetration grade bitumen @ 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix 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 and as per direction of Engineer-in-Charge
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-
-
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Road-A
2850
-
164.8
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Road-B
1650
-
167.67
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Road-C
2844
-
169.03
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Road-D
1050
-
169.14
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Road-E
2076
-
167.88
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Road-F
2145
-
168.64
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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
220.05
-
8568.65
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Road-B
173.13
-
8648.89
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Road-C
168.25
-
8682.39
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Road-D
102.5
-
8690.53
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Road-E
143.75
-
8654.48
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Road-F
299.33
-
8676.11
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Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment ,level and slopes and as per the direction of the Engineer-in-charge.
-
-
-
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Road-A
940.77
-
281.16
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Road-B
181.26
-
281.16
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Road-C
122.98
-
281.16
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Road-D
319.8
-
281.16
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Road-E
297.19
-
281.16
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Road-F
355.38
-
281.16
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Providing, laying, spreading & compacting metal and packing the voids with small stones and hand packing the same to proper camber including conveying spreading of filler materials and filling the interstices by spreading the same over the surface, watering and consolidation with PRR including hire and running charges of PRR complete including cost and conveyance of metal and filler materials etc. complete as per direction of the Engineer in charge.
-
-
-
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Road-A
62.1
-
1716.22
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Road-B
36.15
-
1807.14
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Road-C
52.08
-
1857.71
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Road-E
28.27
-
1819.31
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Road-F
47.21
-
1843.57
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures .....as per approved drawing Clause 1701.2.2 of MoRD and as per the direction of the Engineer-in-charge.
-
-
-
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Road-A
10
-
1696.81
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Road-B
1
-
1709.13
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Road-C
13
-
1718.15
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Road-D
9
-
1721.04
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Road-E
16
-
1712.42
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Road-F
12
-
1717.6
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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
66.84
-
26.35
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Road-B
45.2
-
26.35
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Road-C
81.36
-
26.35
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Road-D
38.72
-
26.35
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Road-E
63.28
-
26.35
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Road-F
63.28
-
26.35
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roviding 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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-
-
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Road-A
-
-
-
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Ordinary kilometeer stone
5
-
1479.61
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200m stone
18
-
369.05
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Road-B
-
-
-
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Ordinary kilometeer stone
4
-
1505.92
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200m stone
18
-
373.69
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Road-C
-
-
-
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Ordinary kilometeer stone
4
-
1525.1
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200m stone
18
-
377.02
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Road-D
-
-
-
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Ordinary kilometeer stone
3
-
1531.43
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200m stone
10
-
378.3
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Road-E
-
-
-
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Ordinary kilometeer stone
3
-
1512.94
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200m stone
10
-
374.92
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Road-F
-
-
-
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Ordinary kilometeer stone
5
-
1524.03
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200m stone
17
-
376.95
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Construction of RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technocal Specification Clause.
-
-
-
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Road-A
75
-
394.97
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Road-B
105
-
422.85
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Road-C
120
-
437.22
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Road-D
60
-
437.86
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Road-E
100
-
425.55
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Road-F
126
-
432.93
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Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MoRD
-
-
-
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Road-A
6
-
1277.65
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Road-B
5
-
1277.65
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Road-C
9
-
1277.65
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Road-D
4
-
1277.65
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Road-E
5
-
1277.65
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Road-F
8
-
1277.65
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Maintenance of Earthen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
-
-
-
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Road-A
8250
-
13.39
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Road-B
6360
-
13.39
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Road-C
5564
-
13.39
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Road-D
3640
-
13.39
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Road-E
4575
-
13.39
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Road-F
9300
-
13.39
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