Rural Development Department Tender
Search from a pool of business opportunities related to Odisha tenders on the online platform of BidAssist. Be it an Odisha PWD tender or a civil aviation tender, one can find every tender Odisha government, as well as PSUs and other organizations, post online. Every tender, active or achieved, is sourced from the eProcurement Odisha website and thus carries full credibility.
Costs
EMD
₹ 2,86,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Contruction of road and CD works under PMGSY Package no OR-13-297,OR-13-298
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_CERWI_62821_11Bid Award Id
ViewTender No
Tender Online RCK -02-18Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202 etc complete as per direction of Engineer in charge.
-
-
-
Package No. OR-13-297
51.8
10655
205.7
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of MoRD excluding cost of excavation of earth,dismantling of stone masonry in headwall & protective work etc complete as per direction of Engineer in charge.
-
-
-
Package No. OR-13-297
30
5451
181.72
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement as per Technical Specification Clause 301 of MoRD for Rural roads and as per direction of Engineer-in-Charge.
-
-
-
a) By Mechanical Means
-
-
-
Package No. OR-13-297
3832.56
588374
153.52
Package No. OR-13-298
2902.53
445596
153.52
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 of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 of MORD and as per direction of Engineer in charge.
-
-
-
Package No. OR-13-297
149.16
4849
32.51
Package No. OR-13-298
73.96
2404
32.51
Construction of granular sub-base by providing locally available moorum admixed with cement so as to have P.I. value less than 6 and liquid limit less than 25 and the minimum CBR value of 20%, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method and compacting at OMC, with smooth wheel roller to achieve the desired density, complete as per Clause 401 of MORD for Rural roads and direction of the Engineer-in-Charge.
-
-
-
Package No. OR-13-297
420.68
518563
1232.68
Package No. OR-13-298
797.25
1073026
1345.91
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, stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD by mechanical means etc. complete and as per direction of the Engineer-in-Charge.
-
-
-
a) Grading- II (With Crushable Screening)
-
-
-
Package No. OR-13-297
167.24
405859
2426.81
Package No. OR-13-298
369.38
949831
2571.42
a) Grading- III (With Crushable Screening)
-
-
-
Package No. OR-13-297
167.25
416629
2491.06
Package No. OR-13-298
369.38
973567
2635.68
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoRD for low porosity surface etc. complete & as per direction of the Engineer-in-Charge.
-
-
-
Package No. OR-13-297
2229.89
63150
28.32
Package No. OR-13-298
4925
139919
28.41
Providing and laying surface dressing as wearing course consisting of a layer of Bituminous emulsion laid on the prepared surface,followed by a cover of crushed stone chipping of specified size and rolling with 80-100 KN roller including cleaning the road surface as per Technical Specification Clause 505. (Cold Mix First Coat Surface Dressing)
-
-
-
Package No. OR-13-298
4925
329975
67
Providing and laying surface dressing as wearing course consisting of a layer of Bituminous emulsion laid on the prepared surface,followed by a cover of crushed stone chipping of specified size and rolling with 80-100 KN roller including cleaning the road surface as per Technical Specification Clause 505. (Cold Mix Second Coat Surface Dressing)
-
-
-
Package No. OR-13-298
4925
376122
76.37
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD & as per direction of the Engineer-in-Charge etc.complete .
-
-
-
Package No. OR-13-297
2229.89
21964
9.85
Providing, laying and rolling of open-graded Premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable concrete mixture, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification Clause 506 of MORD specification for Rural roads etc. complete as per direction of Engineer-in-charge.( Coldmix Bitumen)
-
-
-
Package No. OR-13-297
2229.89
314815
141.18
Providing and laying seal coat sealing the voids in a bitumenous surface using imulsion and 6.7 mm size stone aggregate and mixing in a suitable concrete mixture, laying and rolling with a three wheel 80-100 KN static roller capacity laid to the specified levels, grade and cross fall using Type C as per technical specification clause 508. (Cold Mix)
-
-
-
Package No. OR-13-297
2229.89
112743
50.56
Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of the Engineer-in-Charge.
-
-
-
Package No. OR-13-297
3349.68
54164
16.17
Package No. OR-13-298
5000
80850
16.17
Rigid Pavement
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials by manual means and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 etc. complete & as per direction of the Engineer-in-Charge.
-
-
-
Package No. OR-13-297
5680
22208
3.91
Package No. OR-13-298
800
3128
3.91
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 of MoRD as per direction of Engineer in Charge.
-
-
-
Package No. OR-13-297
186.38
5956
31.96
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement as per Technical Specification Clause 301 of MoRD for Rural roads and as per direction of Engineer-in-Charge.
-
-
-
a) By Mechanical Means
-
-
-
Package No. OR-13-297
2275.88
349393
153.52
Package No. OR-13-298
201.37
30914
153.52
Construction of granular sub-base by providing locally available moorum admixed with cement so as to have P.I. value less than 6 and liquid limit less than 25 and the minimum CBR value of 20%, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method and compacting at OMC, with smooth wheel roller to achieve the desired density, complete as per Clause 401 of MORD for Rural roads and direction of the Engineer-in-Charge.
-
-
-
Package No. OR-13-298
121.5
163528
1345.92
Providing and filling manually / back filling in foundation trenches with selected sand in layers not exceeding 200mm thick including watering and compacting with all leads and lifts etc. for finished item of work as per Clause 305.3.9 & 1101.8 of MORD Technical Specifications etc. complete and as per the direction of the Engineer in charge.
-
-
-
Package No. OR-13-297
118.95
81152
682.24
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 800 & 900 of MoRD etc. complete as per the direction of the Engineer-in-charge
-
-
-
a) PCC M15 in foundation
-
-
-
Package No. OR-13-297
89.21
364553
4086.47
Construction of un-reinforced,Plain cement Panelled (0.5m x 0.5m) concrite pavement of 100mm thickness as per the 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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1500 panel are tobe made by cutting grooves of 3to 5mm thick and 25 to 30mm deep in CCslab. The grooves to be filled with VG -30 Bitumen with a spray of fine sand at top and as per direction of Engineer in charge.
-
-
-
Package No. OR-13-297
564.12
2914689
5166.79
Package No. OR-13-298
77.13
412995
5354.54
Cross Drainage Works
-
-
-
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50m, dressing of sides and bottom and backfilling with approved material etc. complete as per direction of the Engineer-in-Charge.
-
-
-
Package No. OR-13-297
64.18
13289
207.06
Package No. OR-13-298
129.61
26837
207.06
Providing and filling manually / back filling in foundation trenches with selected sand in layers not exceeding 200mm thick including watering and compacting with all leads and lifts etc. for finished item of work as per Clause 305.3.9 & 1101.8 of MORD Technical Specifications etc. complete and as per the direction of the Engineer in charge.
-
-
-
Package No. OR-13-297
23.2
16397
706.78
Package No. OR-13-298
67.34
58331
866.23
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 800 & 900 of MoRD etc. complete as per the direction of the Engineer-in-charge
-
-
-
a) PCC M15
-
-
-
Package No. OR-13-297
10.17
41559
4086.47
Package No. OR-13-298
19.63
83662
4261.96
Providing Plain / reinforced cement concrete in sub structure complete as per drawings and technical specification Clauses 800,900 &1206 of MoRD etc. complet as per direction of the Engineer-in-Charge.
-
-
-
a) PCC M15
-
-
-
Package No. OR-13-297
42.07
181540
4315.19
Package No. OR-13-298
76.06
342330
4500.79
Providing and laying reinforced cement concrete pipe NP3 for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1102.6 of MoRD etc. complete as per direction of the Engineer-in-Charge.
-
-
-
600 mm dia Hume Pipe
-
-
-
Package No. OR-13-297
15
38520
2568
Package No. OR-13-298
7.5
19552
2607
1000 mm dia Hume Pipe
-
-
-
Package No. OR-13-297
7.5
44264
5901.87
Package No. OR-13-298
30
179015
5967.18
Providing and laying boulder apron for bed protection with granite stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301.3 of MoRD etc. complete and as per direction of the Engineer-in-Charge.
-
-
-
Package No. OR-13-297
16.4
24582
1498.93
Package No. OR-13-298
29.21
47076
1611.64
Protection works
-
-
-
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50m, dressing of sides and bottom and backfilling with approved material etc. complete as per direction of the Engineer-in-Charge.
-
-
-
Package No. OR-13-297
63.6
13169
207.06
Package No. OR-13-298
11.4
2360
207.06
Providing and filling manually / back filling in foundation trenches with selected sand in layers not exceeding 200mm thick including watering and compacting with all leads and lifts etc. for finished item of work as per Clause 305.3.9 & 1101.8 of MORD Technical Specifications etc. complete and as per the direction of the Engineer in charge.
-
-
-
Package No. OR-13-297
7.6
5371
706.78
Package No. OR-13-298
1.9
1645
866.23
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 800 & 900 of MoRD etc. complete as per the direction of the Engineer-in-charge
-
-
-
a) PCC M15
-
-
-
Package No. OR-13-297
7.6
31057
4086.48
Package No. OR-13-298
1.9
8097
4261.96
Providing Plain / reinforced cement concrete in sub structure complete as per drawings and technical specification Clauses 800,900 &1206 of MoRD etc. complet as per direction of the Engineer-in-Charge.
-
-
-
a) PCC M15
-
-
-
Package No. OR-13-297
57.2
246828
4315.19
Package No. OR-13-298
14.3
64361
4500.8
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 drawing and technical specification as per Clauses 614, 709, 1206.6 of MORD etc. complete and as per direction of Engineer in charge
-
-
-
Package No. OR-13-297
40
5200
130
Package No. OR-13-298
10
1310
131
Providing and laying boulder apron for bed protection with granite stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301.3 of MoRD etc. complete and as per direction of the Engineer-in-Charge.
-
-
-
Package No. OR-13-297
42
62955
1498.94
Road Furnitures
-
-
-
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 of MoRD etc. complete & as per direction of the Engineer-in-Charge.
-
-
-
Package No. OR-13-297
1
7235
7235.59
Package No. OR-13-298
1
7279
7279.82
Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixed position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704 of MORD etc. complete & direction of Engineer in Charge.
-
-
-
Package No. OR-13-297
100
49725
497.25
Package No. OR-13-298
100
52098
520.98
Providing and fixing of typical PMGSYCITIZEN INFORMATION 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 etc. complete & as per direction of Engineer in Charge.
-
-
-
Package No. OR-13-297
2
26740
13370.37
Package No. OR-13-298
2
26930
13465.13
Reinforced cement concrete M15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing &technical specification clause 1703 of MoRD etc. complete and as per direction of Engineer-in-Charge.
-
-
-
a) Ordinary kilometer stone(Precast)
-
-
-
Package No. OR-13-297
3
4795
1598.44
Package No. OR-13-298
3
4937
1645.9
b) 200 mm Stone(Precast)
-
-
-
Package No. OR-13-297
9
3888
432.11
Package No. OR-13-298
7
3085
440.73
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 1701.2.2 of MoRD etc. complete and as per direction of Engineer-in-Charge.
-
-
-
a) 600 mm equilateral Triangle.
-
-
-
Package No. OR-13-297
6
9516
1586
Package No. OR-13-298
4
6444
1611
b) 600 mm x 600 mm size square.
-
-
-
Package No. OR-13-297
3
5122
1707.58
Package No. OR-13-298
2
3466
1733
c) 600 mm dia Circular sign board
-
-
-
Package No. OR-13-297
6
9970
1661.69
Package No. OR-13-298
4
6748
1687.11
Routine Maintenance
-
-
-
Routine Maintenance after completion of construction works for 1st Year
-
-
-
Package No. OR-13-297
2
73109
36554.5
Package No. OR-13-298
1.5
106856
71237.33
Routine Maintenance after completion of construction works for 2nd Year
-
-
-
Package No. OR-13-297
2
86281
43140.5
Package No. OR-13-298
1.5
126700
84466.67
Routine Maintenance after completion of construction works for 3rd Year
-
-
-
Package No. OR-13-297
2
99456
49728
Package No. OR-13-298
1.5
146546
97697.67
Routine Maintenance after completion of construction works for 4th Year
-
-
-
Package No. OR-13-297
2
112631
56315.5
Package No. OR-13-298
1.5
166390
110926.67
Routine Maintenance after completion of construction works for 5th Year
-
-
-
Package No. OR-13-297
2
125804
62902
Package No. OR-13-298
1.5
186237
124158
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements