Rural Development Department Tender
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Costs
EMD
₹ 4,58,620Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction of road from L036-Alati to Nandabar road
Description
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Contact
Tender Id
2018_CERWI_63678_1Bid Award Id
ViewTender No
PMGSY Online NCB No.222Tender 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 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 theunserviceable material with all lifts and lead of 1000m as per Technical specification clause202.1
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-
-
Rainforcement C.C. Slab
-
-
-
Road - (A)
22.5
19694
875.31
Above 600 mm to 900 mm dia Hume pipe
-
-
-
Road - (A)
10
1908
190.88
Road - (B)
7.5
1431
190.88
Construction of embankment with approaved materials deposited at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification clause 301.5(As per calculation sheet enclosed)
-
-
-
Road - (A)
476.84
13399
28.1
Road - (B)
1738.85
48861
28.1
Construction of embankment with approaved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 2000 m (1000-2000) m as per Technical Specification clause 301.5
-
-
-
Road - (A)
17500.78
2852452
162.99
Road - (B)
1978.17
322421
162.99
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.
-
-
-
Road - (A)
15164.7
249307
16.44
Road - (B)
3578.39
58828
16.44
Loosening, Levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment ,scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in tables 300.1 and 300.2 for embanckment counstruction as per technical Specification Clause 301.4.1
-
-
-
Road - (B)
75
907
12.1
Construction of Gravel/Soil Aggregate sub-base by providing well graded material of nominal maximum size grading 20 mm as per Table 2.3 of IRC SP 77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 kn Static Roller capacity to achieve tje desired density complete as per specification contained in para 2.2,3.6 and 3.7 of IRC SP 77-2008.
-
-
-
Road - (A)
2802.73
1565913
558.71
Road - (B)
613.45
338225
551.35
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 wheel 80-100 KN static roller in stages to proper grade & camber, applying & brooming, crushable screening to fill up the interstices of coarse aggregate, watering & compacting to the required density as per Clause 405 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in Charge.
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-
-
i) Grading -II (With Crushable Materials as interstics filling)
-
-
-
Road - (A)
1114.96
2465867
2211.62
Road - (B)
283.45
621418
2192.34
ii) Grading -III (With Crushable Materials as interstics filling)
-
-
-
Road - (A)
1114.96
2449879
2197.28
Road - (B)
283.45
617354
2178
Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and sparying primer at the rate of 0.7-1.0 kg/sqm as per Technical Specification Clause 502.
-
-
-
Road - (A)
14879.61
428086
28.77
Road - (B)
3779.34
108542
28.72
Providing and applying Tack coat with bitumen (RS-1) using emulsion sprayer at the rate of 0.25 - 0.30 kg/sqm on prepared bituminous surface properly cleaned with hydraulic broom as per Technical Specification Clause 503.
-
-
-
Road - (A)
14879.61
148349
9.97
Providing, laying and rolling of Open Graded Pre-Mix Carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates using bitumen or emulsion(MS)(Cold Mix) @ 21.5kg/10sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant and rolling with a three wheel 80-100KN Static Roller Capacity, finished to required level and grades to be followed by premix seal coat as per Technical Specification Clause 508.2 of MORD and as per direction of Engineer-in-charge.
-
-
-
Road - (A)
14879.61
2013657
135.33
Providing, laying and rolling of Premix Seal Coat of 6.7mm size chips using Slow Setting Emulsion(Cold Mix) @ 11kg/10sqm to fill up voids of premix carpet including mixing in a suitable hot mix plant & rolling with a three wheel 80-100KN Static Roller Capacity, finished to required level as per Technical Specification Clause 510 of MORD and as per Engineer-in-charge.
-
-
-
Road - (A)
14879.61
766002
51.48
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 aggregates of specified size and rolling with three wheel 80-100 kn static roller including cleaning the road surface as per technical Specification Clause 507.(First Coat) By using Nominal Aggregate size 13.2 mm
-
-
-
Road - (B)
3779.34
384774
101.81
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 aggregates of specified size and rolling with three wheel 80-100 kn static roller including cleaning the road surface as per technical Specification Clause 507.(Second Coat) By using Nominal Aggregate size 9.5 mm with precoating of chips.
-
-
-
Road - (B)
3779.34
267879
70.88
Construction of un-reinforced, plain cement concrete pavement,thickness as per design, over a prepared sub-base, with 43 grade cement of any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate not exceeding 25mm 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 125micron thick polythene film,wedges,steel plates including levelling the form work as per drawing), spreading the concrete with shovel,rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contaction 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 Spefied) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
-
-
-
Road - (A)
413.23
2250558
5446.26
Road - (B)
96.56
526011
5447.51
Earth work in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides, bottom and backfilling with approved materials.
-
-
-
Road - (A)
446.13
38920
87.24
Road - (B)
93.86
8188
87.24
Filling in foundation with sand trenches as per drawing and technical specification clause 3005.3.9
-
-
-
Road - (A)
204.31
130431
638.4
Road - (B)
30.06
18452
613.87
Providing concrete for plain concrete of M-10 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203
-
-
-
Foundation
-
-
-
Road - (A)
116.11
507029
4366.8
Road - (B)
21.53
93861
4359.57
Sub structure
-
-
-
Road - (A)
54.6
251732
4610.48
Bottom base
-
-
-
Road - (A)
74.75
329304
4405.41
Providing concrete for plain concrete of M-15 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203
-
-
-
Foundation
-
-
-
Road - (A)
65
274366
4221.03
Road - (B)
16.88
71198
4217.94
Substructure
-
-
-
Road - (B)
32.95
154508
4689.18
Plain cement concrete in sub structure, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
-
-
-
Road - (A)
16.88
71250
4221.03
Providing concrete M-25 for plain/reinforced concrete in open superstructure complete as per drawings and technical specification clause 800,1205.4,1205.5
-
-
-
Road - (A)
7.45
47210
6336.93
Providing PCC M-20 concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202,1203
-
-
-
Road - (A)
7.48
34154
4566.07
Supplying, fitting and placing HYSD bar reinforcement complete as per drawings and technical specifications Clause 100 and 1202
-
-
-
Road - (A)
12.47
82595
6623.51
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing colar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonary work
-
-
-
900 mm dia S/R
-
-
-
Road - (A)
7.5
44554
5940.59
Road - (B)
7.5
44460
5928.12
600 mm dia S/R
-
-
-
Road - (A)
7.5
19644
2619.29
Providing weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipeextending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing
-
-
-
Road - (A)
205
38296
186.81
Road - (B)
30
5604
186.83
Providing and fixing typical PMGSY informatory sign board with Logo as per MORD specification and drawing.Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm . The angle iron frame of lower most plate and flat iron frame of middle of middle plate will be welded to 2 Nos. 75mm x 75mm x of 12 SWG sheet tubes posts duly embeded 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 enamelled on both sides.Lettering and printing arrows, boarder 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
-
-
-
Road - (A)
2
14712
7356.32
Road - (B)
2
14710
7355.42
Providing and erecting direction and place identification of semi-reflective sign boards as per IRC:67 made of 2mm thick M.S.sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 70 mm width and required message, letters,figures with reflective engineering grade tape as per MORD specification of required shade and colour. Supported and welded on 47mm x 47mm of 12 SWG Square tube of 3050mm height duly strengthened by 25mm x 5 mm M/s flats 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.
-
-
-
For 900 mm Equolateral Triangle
-
-
-
Road - (A)
10
16147
1614.7
Road - (B)
2
3228
1614.26
For 600 mm Circular
-
-
-
Road - (A)
7
11050
1578.63
Road - (B)
1
1578
1578.19
For 600 mm x 450 mm Rectangular
-
-
-
Road - (A)
6
9429
1571.64
Road - (B)
1
1571
1571.19
Reinforced Cement Concrete M15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical specification Clause 1703
-
-
-
Ordinary Kilometer stone (Precast)
-
-
-
Road - (A)
6
12021
2003.5
Road - (B)
2
4003
2001.96
200m stone (Precast)
-
-
-
Road - (A)
18
9900
550.04
Road - (B)
4
2198
549.73
Speed Breaker Rigid Pavement + 2 x curveno (M-30PQC)
-
-
-
Road - (A)
0.3
1633
5446.26
Road - (B)
0.1
544
5447.51
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.
-
-
-
Road - (A)
199
113051
568.1
Road - (B)
15
8473
564.92
Providing and fixing of typical PMGSY Citizen informatory sign board as per MORD specifications and drawing. 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 and as per direction of Engineer-in charge
-
-
-
Road - (A)
2
25487
12743.79
Road - (B)
2
25483
12741.82
Routine Maintenance after completion of construction works (Lump-sum Amount for each year Per Km)
-
-
-
1 st year
-
-
-
Road - (A)
4.8
144255
30053.22
Road - (B)
1.25
30352
24282.37
2 nd year
-
-
-
Road - (A)
4.8
173934
36236.26
Road - (B)
1.25
52452
41961.79
3 rd year
-
-
-
Road - (A)
4.8
300765
62659.53
Road - (B)
1.25
87872
70297.96
4 th year
-
-
-
Road - (A)
4.8
371293
77352.87
Road - (B)
1.25
96543
77235.06
5 th year
-
-
-
Road - (A)
4.8
482772
100577.66
Road - (B)
1.25
96459
77167.62
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