Rural Development Department Tender
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Costs
EMD
₹ 2,25,000Document Cost
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Description
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Contact
Tender Id
2018_CERWI_62821_13Bid 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
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.
22.5
4088
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.
1175.48
1538147
1308.53
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
5531.27
849160
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.
533.91
17362
32.52
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)
544.92
1064642
1953.76
b) Grading - III (With Crushable Screening)
544.92
1099659
2018.02
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.
7265.63
204786
28.19
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)
7265.63
450469
62
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)
7265.63
523212
72.01
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.
5950
96211
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.
2388
9337
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.
78.36
2505
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
956.54
146848
153.52
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.
51.11
32988
645.45
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
51.11
187214
3662.98
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.
237.46
1113704
4690.07
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.
422.29
87440
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.
73.03
47137
645.45
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
218.7
801093
3662.98
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
215.07
831732
3867.26
Providing Plain / reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,900,1100,1203,1206 & 1401 of MoRD etc. complet as per direction of the Engineer-in-Charge.
-
-
-
d) RCC grade M25
33
180077
5456.9
Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404 etc. complete and direction of the Engineer-in-Charge.
5.74
27834
4849.16
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawings and technical specifications Clauses 1000 and 1200 of MoRD etc. complete and as per direction of the Engineer-in-Charge.
36.62
178867
4884.42
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
45
112635
2503
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.
30.69
48663
1585.63
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
56.28
7316
130
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.
40
8282
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.
5
3227
645.45
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
24
87911
3662.98
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
36
139221
3867.26
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
25
3250
130
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.
1
7128
7128.87
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.
100
50282
502.82
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.
2
26283
13141.68
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)
4
5935
1483.95
b) 200 mm Stone (Precast)
11
4525
411.37
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.
18
27450
1525
b) 600 mm x 600 mm size square.
9
14815
1646.21
c) 600 mm dia Circular sign board
18
28805
1600.32
Routine Maintenance
-
-
-
Routine Maintenance after completion of construction works for 1st Year
2.5
164880
65952
Routine Maintenance after completion of construction works for 2nd Year
2.5
195229
78091.6
Routine Maintenance after completion of construction works for 3rd Year
2.5
225577
90230.8
Routine Maintenance after completion of construction works for 4th Year
2.5
255925
102370
Routine Maintenance after completion of construction works for 5th Year
2.5
286273
114509.2
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