Rural Development Department Tender
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Costs
EMD
₹ 2,39,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction of road and CD works under PMGSY Package no OR-13-257, OR-13-259,
Description
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Contact
Tender Id
2018_CERWI_62785_25Bid Award Id
ViewTender No
Tender Online RCK -02-18Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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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-13-259
17.55
3609
205.69
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 of MoRD by manual means etc complete as per direction of Engineer in charge
-
-
-
Package No. OR-13-257
127.07
39292
309.22
Package No. OR-13-259
70.02
21651
309.22
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of Reinforced cement concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 of MoRD by manual means etc complete as per direction of Engineer in charge
-
-
-
Package No. OR-13-257
13.86
11653
840.81
Package No. OR-13-259
6.93
5826
840.81
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-13-257
7.5
1362
181.72
Package No. OR-13-259
7.5
1362
181.72
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-13-257
1037.81
1256320
1210.55
Package No. OR-13-259
522.01
634075
1214.68
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-13-257
4876.07
748574
153.52
Package No. OR-13-259
2265.48
347796
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-13-257
541.45
15182
28.04
Package No. OR-13-259
456.1
12789
28.04
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.
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-
-
a) Grading- II (With Crushable Screening)
-
-
-
Package No. OR-13-257
412.53
856098
2075.24
Package No. OR-13-259
242.38
502996
2075.24
b) Grading - III (With Crushable Screening)
-
-
-
Package No. OR-13-257
412.53
882603
2139.49
Package No. OR-13-259
242.38
518569
2139.49
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-13-257
5500.44
155387
28.25
Package No. OR-13-259
3231.66
91294
28.25
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)
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-
-
Package No. OR-13-259
3231.66
233358
72.21
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)
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-
-
Package No. OR-13-259
3231.66
235523
72.88
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-13-257
5500.44
54069
9.83
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-13-257
5500.44
700866
127.42
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-13-257
5500.44
264241
48.04
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-13-257
6404.82
103565
16.17
Package No. OR-13-259
2596.55
41986
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-13-257
1248
1297
1.04
Package No. OR-13-259
688
715
1.04
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-13-257
40.95
1309
31.97
Package No. OR-13-259
17.46
558
31.97
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-13-257
497.27
76340
153.52
Package No. OR-13-259
254.63
39090
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-13-259
23.11
28071
1214.68
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-13-257
29.23
21734
743.57
Package No. OR-13-259
9.98
7420
743.57
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
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-
-
a) PCC M15 in foundation
-
-
-
Package No. OR-13-257
21.92
82924
3783.07
Package No. OR-13-259
7.48
28542
3815.87
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.
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-
-
Package No. OR-13-257
126.73
608421
4800.93
Package No. OR-13-259
66.26
320838
4842.12
Cross Drainage Works
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-
-
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-13-257
155.8
32259
207.06
Package No. OR-13-259
86.52
17914
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-13-257
95.46
70981
743.57
Package No. OR-13-259
37.94
28211
743.57
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
-
-
-
PCC M15
-
-
-
Package No. OR-13-257
22.76
86102
3783.07
Package No. OR-13-259
11.79
44989
3815.87
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.
-
-
-
PCC M15
-
-
-
Package No. OR-13-257
85.66
342150
3994.28
Package No. OR-13-259
50.55
203664
4028.98
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-13-257
15
38651
2576.75
Package No. OR-13-259
15
38655
2577.03
1000 mm dia Hume Pipe
-
-
-
Package No. OR-13-257
37.5
221848
5915.97
Package No. OR-13-259
15
88746
5916.43
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-13-257
39.88
54397
1364.02
Package No. OR-13-259
29.98
40893
1364.02
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-13-257
22.05
4565
207.06
Package No. OR-13-259
18
3727
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-13-257
3.15
2342
743.57
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-13-257
15.4
58259
3783.07
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-13-257
19.25
76889
3994.28
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-13-259
42
57288
1364.02
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-13-257
18
2341
130.1
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-13-257
1
7159
7159.13
Package No. OR-13-259
1
7167
7167.4
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-13-257
58
27087
467.02
Package No. OR-13-259
60
28064
467.74
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-13-257
2
26413
13206.53
Package No. OR-13-259
2
26448
13224.24
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-13-257
3
4550
1516.78
Package No. OR-13-259
2
3051
1525.61
b) 200 mm Stone (Precast)
-
-
-
Package No. OR-13-257
8
3341
417.63
Package No. OR-13-259
5
2096
419.2
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.
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-
-
a) 600 mm equilateral Triangle.
-
-
-
Package No. OR-13-257
14
21588
1542.05
Package No. OR-13-259
14
21655
1546.8
b) 600 mm x 600 mm size square.
-
-
-
Package No. OR-13-257
7
11645
1663.61
Package No. OR-13-259
7
11678
1668.37
c) 600 mm dia Circular sign board
-
-
-
Package No. OR-13-257
14
22648
1617.73
Package No. OR-13-259
14
22714
1622.48
Routine Maintenance
-
-
-
Routine Maintenance after completion of construction works for 1st Year
-
-
-
Package No. OR-13-257
1.75
120777
69213.18
Package No. OR-13-259
1
42053
42053
Routine Maintenance after completion of construction works for 2nd Year
-
-
-
Package No. OR-13-257
1.75
143328
82136.39
Package No. OR-13-259
1
49362
49362
Routine Maintenance after completion of construction works for 3rd Year
-
-
-
Package No. OR-13-257
1.75
165879
95059.6
Package No. OR-13-259
1
56672
56672
Routine Maintenance after completion of construction works for 4th Year
-
-
-
Package No. OR-13-257
1.75
188431
107983.38
Package No. OR-13-259
1
63981
63981
Routine Maintenance after completion of construction works for 5thYear
-
-
-
Package No. OR-13-257
1.75
210982
120907.16
Package No. OR-13-259
1
71290
71290
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