Rural Development Department Tender
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Costs
EMD
₹ 3,04,700Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CERWI_77791_1Bid Award Id
ViewTender No
PMGSY Online NCB No.265Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
... More
Damaged Rigid Pavment
4.5
5349
1188.83
... More
Above 600 mm to 900 mm dia Hume pipe
40
10403
260.08
... More
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 (as per calculation sheet)
8570
279724
32.64
... More
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 claus etc.complete as per the direction of the Engineer-in-Charge.
4433.94
137407
30.99
... More
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 as per Technical Specification clause.etc.complete as per the direction of the Engineer-in-Charge.
4589.66
871851
189.96
... More
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.
10250
207972
20.29
... More
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. etc.complete as per the direction of the Engineer-in-Charge.
3143.25
42119
13.4
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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.etc.complete as per the direction of the Engineer-in-Charge.
2021.45
1511599
747.78
... More
Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with three wheel 80-100kN static roller 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 required density as per Technical Specification Clause 405. etc.complete as per the direction of the Engineer-in-Charge.
-
-
-
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WBM Grading II ( With Crushable Materials as interstics filling)
803.47
2235751
2782.62
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WBM Grading III ( With Crushable Materials as interstics filling)
803.47
2300173
2862.8
... More
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. etc.complete as per the direction of the Engineer-in-Charge.
10712.97
412877
38.54
... More
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.
10712.97
143768
13.42
... More
Providing ,laying and rolling of Open Graded Pre-Mix Carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheel 80-10kN static Roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
10712.97
1857629
173.4
... More
Providing and laying Seal coat and sealing the voids in a bituminous suface laid to specified levels,grade and cross fall using Type C as per Technical Specification Clause 510.
10712.97
639992
59.74
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Granular sub-base/base/surface course with local materials (Table 400.1) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
158
118149
747.78
... More
Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with three wheel 80-100kN static roller 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 required density as per Technical Specification Clause 405
112.5
322065
2862.8
... More
Construction of un-reinforced, plain cement panelled (0.75m x 0.75m) concrete pavement of 100mm,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 conforming to IS:383, maximum size of coarse 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,near approaches to bridge/culvert and construction joints, admixtures as approved,curing of concrete slabs for 14-days, water finishing to lines and grade as per drawing and Technical Specification Clause 1501.panels are to be made by cutting grooves of 3 to 5 mm thick and 25 to 30 mm deep in CC Slab. The grooves are to be filled with VG-30 Bitumen with a spray of fine sand at top.etc.complete as per the direction of the Engineer-in-Charge.
150
936787
6245.25
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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 etc.complete as per the direction of the Engineer-in-Charge.
2
15941
7970.91
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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.etc.complete as per the direction of the Engineer-in-Charge.
-
-
-
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For 900 mm Equolateral Triangle
6
11060
1843.45
... More
For 600 mm Circular
5
9020
1804.16
... More
For 600 mm x 450 mm Rectangular
3
5389
1796.54
... More
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. etc.complete as per the direction of the Engineer-in-Charge.
-
-
-
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Ordinary Kilometer stone (Precast)
3
6453
2151.23
... More
200m stone (Precast)
15
8849
589.94
... More
Speed Breaker @ 200m interval at Rigid Pavement + 2 x curveno (M-30PQC)
0.23
1436
6245.25
... More
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 as per the direction of the Engineer-in-Charge.
48
33498
697.89
... More
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
2
32399
16199.71
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Providing PCC M-20 concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 etc complete as per the direction of the Engineer-in-Charge.
3.38
18669
5523.41
... More
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.etc.complete as per the direction of the Engineer-in-Charge.
297.9
88270
296.31
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Filling in foundation with sand trenches as per drawing and technical specification clause 3005.3.9. etc.complete as per the direction of the Engineer-in-Charge.
78.12
114480
1465.45
... More
Laying concrete cradle bedding with Cement Concrete Nominal mix (1:2.5:5) as per Clause 802,803,1105 (i),1202,1203 of MoRD Type A (Concrete Cradle) Bedding
10.34
52964
5122.3
... More
Plain Cement Concrete (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD
15.05
79776
5300.76
... More
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
167.58
906632
5410.15
... More
Providing concrete for plain concrete of M-10 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203. etc.complete as per the direction of the Engineer-in-Charge.
57.5
304793
5300.76
... More
Providing and laying reinforced cement concrete pipe NP3 of 1000mm dia. 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
45
298575
6635.01
... More
Providing concrete for plain concrete of M-15 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 etc.complete as per the direction of the Engineer-in-Charge.
33
169035
5122.3
... More
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 and technical specificaion clause. etc.complete as per the direction of the Engineer-in-Charge.
50
10414
208.29
... More
Gravel backing below approns & rivetment as per technical specification clause. etc.complete as per the direction of the Engineer-in-Charge.
15
10533
702.24
... More
Cutting, bending, binding and tying the grills and placing in position including cost of bindingwires and HYSD reinforcing bars .
2.1
14776
7036.4
... More
Routine Maintenance (For Road Works) after completion of construction works (Lump-sum Amount for each year Per Km)
-
-
-
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1st Year
3.2
83696
26155.16
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2nd Year
3.2
113796
35561.4
... More
3rd Year
3.2
204741
63981.73
... More
4th Year
3.2
230261
71956.67
... More
5th Year
3.2
244386
76370.76
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