Rural Development Department Tender
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Costs
EMD
₹ 1,92,090Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_86580_5Bid Award Id
ViewTender No
CMRL Road Online-AGL-19/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
657.59
18912
28.76
Construction of granular Sub-base by providing Close graded Granular sub-base Moorum and Sand material as per table 400-1 ,spreading in unifrom layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for road & Bridge works(4th. Revision) .
2028.95
1267058
624.49
Construction of moorum shoulder with approved materials obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement as per direction of the Engineer in charge (By mechanical means).
607.28
229102
377.26
Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam (WMM) specification including premixing the materialnwithb water at OMC in mechanical mix plant , carriage of mix material by tipper to site,laying in uniform layers with paver in sub base or base course on well prepared surface and compacting with Vibratory roller to achive the desired density as per Clause 406 of MoSRT&H specifications for Road and Bridge works.
1617.64
4233752
2617.24
Providing & applying Primer Coat with Btumen Emulsion on prepared Surface of Granular Base including clearing of road surface & applying primer at the rate of 0.60 Kg/Sqm using Mechanical meansas per clause 502 of MoSRT&Hl specification for Road & Bridge works(4th Revision) .
10784.25
370438
34.35
Providing and applying tack coat with bitumen emulsion using emulsion distributor @ 0.20kg/sqm on the prepared surface cleaned with mechanical brooms as per clause 503 of MOSRT & H Specifications for Road & Bridge works (4th.Revision) [Output-3500 sqm]
10784.25
130597
12.11
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, transported to site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled,vibratory roller and tandem rollers to achieve the desired compaction as per Clause-508 of MoSRT&H Specification for Road & Bridge works(4th Revision)
269.61
2563446
9507.98
Fine dressing and turfing including transportation by mechanical means with all lead and lift and placing of turf in position and ramming with thapies and including watering and cost of all labour, materials etc. complete as per Clause 309 of MORD Specification and as per direction of the Engineer in Charge.
11530.06
220685
19.14
Providing and fixing of typical PMGSY 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 drawing Clause 1701 and Annexure 1700.1 of MoRD and as per direction of the Engineer-in-charge.
1
13080
13080.66
Providing and fixing of typical PMGSY Citizen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1.
3
41935
13978.62
Providing and erecting direction and place identification of semireflective sign boards as per IRC-67 made of 2mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701 (upto 0.90 square meter size) and as per the direction of the Engineer-in-charge.
3
9485
3161.82
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 with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1700, 300 & 800 of MoRD and as per the direction of the Engineer-in-charge.
-
-
-
900 mm equilateral triangle
3
14142
4714.15
900 mm high octagon
12
69253
5771.12
800 mm X 600 mm rectangular
3
21996
7332.18
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 Technival Specification Clause 800,1400 & 1704.1 of MoRD and as per direction of the Engineer-in-charge.
138
75215
545.04
Providing and fixing reinforced cement concrete M 15 grade kilometre 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 and as per the direction of the Engineer-in-charge.
-
-
-
i) Ordinary kilometer stone
4
9037
2259.4
ii) 200 mm stone
12
7652
637.73
Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3
226.8
7484
33
Construction of granular Sub-base by providing Close graded Granular sub-base Grading-III material as per table 400-1 ,spreading in unifrom layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for road & Bridge works(4th. Revision) .
109.35
68287
624.49
Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam (WMM) specification including premixing the materialnwithb water at OMC in mechanical mix plant , carriage of mix material by tipper to site,laying in uniform layers with paver in sub base or base course on well prepared surface and compacting with Vibratory roller to achive the desired density as per Clause 406 of MoSRT&H specifications for Road and Bridge works.
75.94
198753
2617.24
Construction of moorum shoulder with approved materials obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement as per direction of the Engineer in charge (By mechanical means).
64.93
24495
377.26
Construction of Un-reinforced,dowel jointed M-30 Grade cement concrete pavement by semi-mechanized method over a prepared sub-base with 43 grade cement @ 350 kg /cum coarse and fine aggregate confirming to IS:383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a batching and mixing plant as per approved mix design,transported to site,laid with a fixed form or slip form paver,spread,compacted and finished in a continous operation etc , curing compound ,finishing to lines and grades as per drawing and as per clause 602 of MoSRT&H Specifications for Road & Bridge works (4th. Revision) (Taking output = 75 Cum)
244.74
1646808
6728.81
Earth work in excavation of foundation in all kinds of 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 E.I.C.(Ref:- A/R-06, average of item-1(a) & 2(a))
797.09
159083
199.58
Filling foundation and plinth with sand well watered and rammed including cost conveyance royalty of sand and labour etc complete.
115.13
84658
735.33
P.C.C. work in open foundation of M-15 grade as per drawing & technical specification including cost of all materials labour T&P etc complete.
112
587062
5241.63
P.C.C. work in sub structure of M-15 grade as per drawing & technical specification including cost of all materials labour T&P etc complete.
649.2
3525402
5430.38
P.C.C. grade M 20 Nominal mix(1:2:4) with 40mm downgraded chips including cost,conveyance,royality etc. complete as per specification and direction of the E.I.C
11.86
69334
5846.12
R.C.C. work of M-25 grade with 20 mm and down grade black hard granite (C.B) stone chips including hoisting and laying per 1 cum
-
-
-
SUB-STRUCTURE
12.3
103946
8450.95
Construction of RCC railing of M25 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
7.2
17882
2483.63
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge
30
277732
9257.76
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical Specification .
315.4
41623
131.97
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
15
4021
268.1
Providing and laying reinforced cement concrete NP3 1000 DIA pipe for culverts jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1100 of MoRD & as per direction of Engineer-in-Charge.
67.5
494797
7330.33
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge.
177.5
4682
26.38
Providing and laying reinforced cement concrete M-25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
25
180605
7224.23
Restoration of rain cuts with soil, 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 as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge
-
-
-
1st year
33.16
14374
433.48
2nd year
36.47
15809
433.48
3rd year
66.31
28744
433.48
4th year
63
27309
433.48
5th year
86.21
37370
433.48
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.
-
-
-
1st year
921
13243
14.38
2nd year
1105.2
15892
14.38
3rd year
2026.2
29136
14.38
4th year
2210.4
31785
14.38
5th year
2486.7
35758
14.38
Maintenance of BT road repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge.
-
-
-
1st year
4.79
54560
11390.6
2nd year
7.38
84062
11390.6
3rd year
8.33
94883
11390.6
4th year
10.92
124385
11390.6
5th year
12.95
147508
11390.6
Maintenance and repair of RCC railing to bring it to the original shape cleaning and repainting as per drawings and technical specification clause 1911 as per direction of Engineer in Charge.
-
-
-
1st year
1.66
2682
1616.12
2nd year
1.66
2682
1616.12
3rd year
1.66
2682
1616.12
4th year
1.66
2682
1616.12
5th year
1.66
2682
1616.12
Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 of MORD as per direction of the Engineer in charge.
-
-
-
2nd year
3.07
3779
1231.13
4th year
3.07
3779
1231.13
Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge.
-
-
-
1st year
3.07
8730
2843.94
2nd year
3.07
8730
2843.94
3rd year
3.07
8730
2843.94
4th year
3.07
8730
2843.94
5th year
3.07
8730
2843.94
Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
1st year
31
4082
131.68
2nd year
31
4082
131.68
3rd year
31
4082
131.68
4th year
31
4082
131.68
5th year
31
4082
131.68
Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
1st year
123
993
8.08
2nd year
123
993
8.08
3rd year
123
993
8.08
4th year
123
993
8.08
5th year
123
993
8.08
Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge
-
-
-
1st year
1059.15
2859
2.7
2nd year
1270.98
3431
2.7
3rd year
1482.81
4003
2.7
4th year
1694.64
4575
2.7
5th year
1906.47
5147
2.7
Making of loss of materials/irregularities on shoulders to the design level by adding fresh approved sele3cted soil and compacting with approprite equipment at OMC upto a lead of 1000 mtr. as per MoRD technical specification Clause No.1903
-
-
-
1st year
73.68
2512
34.1
2nd year
81.05
2763
34.1
3rd year
154.73
5276
34.1
4th year
169.46
5778
34.1
5th year
198.94
6783
34.1
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge.
-
-
-
1st year
73.68
1943
26.38
2nd year
73.68
1943
26.38
3rd year
73.68
1943
26.38
4th year
73.68
1943
26.38
5th year
73.68
1943
26.38
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