Rural Development Department Tender
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Costs
EMD
₹ 2,65,277Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CERWI_103571_1Bid Award Id
ViewTender No
NCB-03/RWCKJR/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
... More
Earthwork in excavation for foundation of structures in all kinds of soil upto 3 m depth as per drawing includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50m, dressing of sides and bottom and backfilling with excavated suitable materials and as per direction of Engineer-in-charge.
1062.78
286642
269.71
... More
Loosering, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment scarified to a depth of 150mm. mixed with water of OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specfication Clauser 301.4.1 etc.complete as per direction of the Engineer-in-charge.
1564.31
36135
23.1
... More
Construction of embankment with approved material deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirment of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 etc.complete as per direction of the Engineer-in-charge.
865.28
43549
50.33
... More
Construction of Granular Sub Base Grading III material as per table 400-1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with vibrator roller to achieve the desired density complete as per clause 401 of Mo SRT&H specifications for Road & Bridge works etc.complete as per direction of the Engineer-in-charge.
1917.2
4814971
2511.46
... 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 three wheeled steel roller8-10 tonnes in stages to proper grade and chamber,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 c) . as per the direction of the Engineer in charge.
-
-
-
... More
WBM-II
802.88
2822653
3515.66
... More
WBM-III
711.45
2585238
3633.76
... More
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 as per Technical Specification Clause 502 of of MoSRT&H specifications etc complete as directed by Engineer-in-charge
9486
327741
34.55
... More
Providing and applying Tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.20 kg/sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per Clause 503 of of MoSRT&H specifications etc complete as directed by Engineer-in-charge.
9486
119808
12.63
... More
Providing,laying and rolling of opengraded premix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates with batch type hot mix plant and using 60/70 penetration grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant,laying and rolling with a smmoth wheeled roller 8-10 tonne capacity, finished to required level and grades etc complete. as per the direction of the Engineer in charge.
9486
2019948
212.94
... More
Providing and laying 6 mm thick precoated Seal Coat Type - B using 0.06 cum of 6.7 mm size chips and down graded as per sieve analysis and 6.8 kg. of bitumen per 10 sqm including hire and running charges of PRR, bitumen mixture, tar boiler etc including all cost, carriage, royality of chips and bitumen etc.complete as per the direction of the Engineer in charge.
9486
793788
83.68
... More
Fine dressing turfing including transportation of turfs by mechanical means with all leads & lifts and placing of turfs in postion and ramming with thapies including water and cost of labour & all materials etc. complete as per direction of Engineer-in-charge
3720
106466
28.62
... More
Supplying and filling foundation & plinth with good clean river sand 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.
186.77
126874
679.31
... More
Providing concrete (1:3:6) for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 complete as per direction of Engineer-in- charge
146.54
927954
6332.43
... More
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete , 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 (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates 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, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days etc. complete as per the direction of Engineer-in-Charge.
619.77
4573673
7379.63
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 etc.complete as per direction of the Engineer-in-charge.
-
-
-
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1000 mm dia
82.5
663518
8042.65
... More
Cement concrete of M-150 having maximum compressive strength of 150 kg./cm2 ( test to be conducted) on 150 mm. cubes tested at 28 days including curing (tests conducted in accordance with IS-456 & IS-516) & conforming to clause-302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory) obtained from approved quarry the proportion mix, grading conforming to relevant ISI/IRC codes including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering & curing for 28 days centering shuttering & finishing the exposed surface smooth providing grooves & beads where necessary including cost, conveyance royality & taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge .
-
-
-
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in Sub-Structure
257.19
1568851
6099.97
... More
Plain cement concrete M-20 grade in Sub-Structure complete as per drawing and technical specification. as per the direction of the Engineer in charge.
161.28
1072170
6647.88
... More
Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per direction of Engineer-in- charge .
52
7404
142.39
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ROAD SIGNAGE
-
-
-
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Providing and errecting retro reflecting cautionery Display Board as per IRC :67 made of incapsulated lens Type reflecting sheeting vide clause 1701.2.3 fixed over Aluminium sheeting 2.00 mm thick bothside supported on a mild steel angle Iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade Cement concrete 450x450x600 mm , 600 mm below the Ground level as per drawing and Technical specification and as per direction of Engineer-in-charge
2
36781
18390.96
... More
Providing and errecting retro reflecting Asset Board Board as per IRC :67 made of incapsulated lens Type reflecting sheeting vide clause 1701.2.3 fixed over Aluminium sheeting 2.00 mm thick bothside supported on a mild steel angle Iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade Cement concrete 450x450x600 mm , 600 mm below the Ground level as per drawing and Technical specification and as per direction of Engineer-in-charge
2
20226
10113.47
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Providing retro-reflectorised cautionary, Mandatory and Informatory sign boards as per IRC. 67 made of high intensity grade sheeting vide clause no. 801.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75 x 75mm x 6mm size firmly fixed to the ground by means of properly designed foundation with M 15 cement concrete 45 x 45cm x 75 cm 60cm below ground level as per drawing as per approved drawing etc.complete as per direction of the Engineer-in-charge.
-
-
-
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600mm equilateral triangle
11
28674
2606.77
... More
600mm Circular
14
47102
3364.48
... More
900mm triangular
11
41431
3766.49
... More
60x80 cm rectangular
6
27238
4539.83
... More
Fixing of Ordinary KM stone
4
8952
2238.09
... More
Fixing of 200 metre stone
14
7804
557.48
... More
Guard Post
70
47884
684.06
... More
Maintenance Work
-
-
-
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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
-
-
-
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1st year
74.4
30313
407.44
... More
2nd year
89.28
36376
407.44
... More
3rd year
104.16
42438
407.44
... More
4th year
119.04
48501
407.44
... More
5th year
133.92
54564
407.44
... More
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge.
-
-
-
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1st year
372
18834
50.63
... More
2nd year
446.4
22601
50.63
... More
3rd year
520.8
26368
50.63
... More
4th year
595.2
30134
50.63
... More
5th year
669.6
33901
50.63
... More
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.
-
-
-
... More
1st year
372
7726
20.77
... More
2nd year
446.4
9271
20.77
... More
3rd year
520.8
10817
20.77
... More
4th year
595.2
12362
20.77
... More
5th year
669.6
13907
20.77
... More
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.
-
-
-
... More
1st year
299.2
95253
318.36
... More
2nd year
388.96
123829
318.36
... More
3rd year
508.64
161930
318.36
... More
4th year
616.35
196221
318.36
... More
5th year
810.83
258135
318.36
... More
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 and as per direction of the Engineer in charge.
-
-
-
... More
1st year
3
5122
1707.41
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2nd year
4
6829
1707.41
... More
3rd year
4
6829
1707.41
... More
4th year
5
8537
1707.41
... More
5th year
5
8537
1707.41
... More
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.
-
-
-
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1st year
-
-
-
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2nd year
10
15331
1533.18
... More
3rd year
12
18398
1533.18
... More
4th year
16
24530
1533.18
... More
5th year
-
-
-
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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.
-
-
-
... More
1st year
2.48
2162
871.95
... More
2nd year
2.48
2162
871.95
... More
3rd year
2.48
2162
871.95
... More
4th year
2.48
2162
871.95
... More
5th year
2.48
2162
871.95
... More
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.
-
-
-
... More
1st year
10
1753
175.39
... More
2nd year
10
1753
175.39
... More
3rd year
10
1753
175.39
... More
4th year
10
1753
175.39
... More
5th year
10
1753
175.39
... More
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.
-
-
-
... More
1st year
87
950
10.92
... More
2nd year
87
950
10.92
... More
3rd year
87
950
10.92
... More
4th year
87
950
10.92
... More
5th year
87
950
10.92
... More
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
-
-
-
... More
1st year
465
1692
3.64
... More
2nd year
558
2031
3.64
... More
3rd year
651
2369
3.64
... More
4th year
744
2708
3.64
... More
5th year
837
3046
3.64
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