Works Department Tender
... More
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Works Department - PMGSY Tender
Civil And Construction
Eprocure
Opening Date22 Apr 2022
Closing Date10 May 2022
Tender Amount₹ 10,72,73,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Or-12-165
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
2022_CERWI_117318_1Bid Award Id
ViewTender No
OR12165Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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Road (C)
510
-
6.81
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Clearing grass and removal of rubbish on both side of the road to facilitate widening of berms ,disposal of the stuff including all labour, T&P articles required for the work etc. complete as per cluse 201 of MORD by manual means etc. complete as per direction of the Engineer-in-charge
-
-
-
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Road (A)
37700
-
1.53
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Road (B)
20320
-
1.53
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Road (C)
26020
-
1.53
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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 clause202.1of MORD specification for Rural roads & as per direction of the Engineer-in-charge.
-
-
-
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Below foundation
-
-
-
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Road (A)
52.94
-
279.81
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Road (B)
79.85
-
279.81
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Road (C)
312.68
-
279.81
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Base
-
-
-
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Road (C)
31.72
-
432.75
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Removing Pipe
-
-
-
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Road (A)
30.89
-
268.48
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Road (B)
46.33
-
268.48
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Road (C)
46.33
-
268.48
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Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain & foundation of other strutures graded & compacted to meet the requirement of Tables 300.1 & 300.2 as per clause no.301of MORD specification for Rural roads and as per direction of Engineer-In-Charge.
-
-
-
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Road (A)
289.01
-
28.65
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Road (B)
386.67
-
28.65
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Road (C)
597.77
-
28.65
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Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3
-
-
-
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Road (A)
6943.44
-
32.88
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Road (B)
5071
-
32.88
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Road (C)
882.43
-
32.88
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Earth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable material.
-
-
-
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Road (A)
609.22
-
305.89
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Road (B)
907.74
-
305.89
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Road (C)
760.91
-
305.89
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Construction of embankment with approved material obtained from borrow pit with lift up to 1.5 m transporting to sites, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Clause 301.5 of MoRD specification for rural roads & as per direction of the Engineer-in-Charge.
-
-
-
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Road (A)
35295.42
-
163.21
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Road (B)
21685.08
-
163.21
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Road (C)
25765.75
-
163.21
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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.
-
-
-
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Road (A)
24677.84
-
18.7
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Road (B)
15287.86
-
18.7
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Road (C)
18857.27
-
18.7
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Construction of Granular Sub base by providing stone screening material spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method at OMC and compacting with smooth wheel roller to achive the desired density complete as per Technical Specification clause 401.
-
-
-
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Road (A)
1285.69
-
1967.45
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Road (B)
1009.7
-
1950.11
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Road (C)
2597.62
-
2028.13
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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 and camber, applying and brooming, Stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD & as per direction of Engineer-in-Charge.
-
-
-
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i) Grading -II ( Stone Screening)
-
-
-
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Road (A)
551.01
-
3283.3
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Road (B)
432.72
-
3260.81
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Road (C)
1031.8
-
3362.02
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ii) Grading -III ( Stone Screening)
-
-
-
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Road (A)
1898.85
-
3184.27
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Road (B)
1459.6
-
3163.31
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Road (C)
1066.22
-
3257.59
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Providing and applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.70kg/ 1.0 kg/sqm using mechanical means as per clause 502 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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Road (A)
25317.98
-
53
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Road (B)
19461.37
-
52.97
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Road (C)
14216.25
-
53.04
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Providing and laying surface dressing as wearing course consisting of a layer of Bituminous binder laid on the prepared surface, followed by a cover of Pre-coated 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 506.(First Coat Surface Dressing) By Mechanical Means
-
-
-
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Road (A)
25317.98
-
96.81
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Road (B)
19461.37
-
96.52
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Road (C)
14216.25
-
100.23
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Providing and laying surface dressing as wearing course consisting of a layer of Bituminous binder 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 506.(Second Coat Surface Dressing) By Mechanical Means
-
-
-
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Road (A)
25317.98
-
97.82
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Road (B)
19461.37
-
97.66
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Road (C)
14216.25
-
100.86
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Construction of Panelled cement concrete pavement, thickness as per 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 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 125 micron thick polythene film, wedges, steel plates including levelling the form work 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 bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
-
-
-
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Road (A)
1252.89
-
5727.13
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Road (C)
1017.75
-
5812.37
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Providing and constructing well compacted drainage layer above the subgrade of roadwork with approved quality of dust free washed coarse to medium sand as per Clauses 5.8 and 6.6 of SP:20-2002.
-
-
-
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Road (A)
164.9
-
743.56
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Road (B)
107.2
-
706.76
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Road (C)
381.95
-
804.89
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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 work in head wall and parapets as per Clause 1106 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the worketc complete and as per direction of Engineer-in-Charge.
-
-
-
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1000mm Dia. Hume pipe
-
-
-
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Road (A)
15
-
6461.73
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Road (C)
97.5
-
6493.68
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Providing concrete for plain concrete of M-15 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
-
-
-
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Road (A)
300.03
-
4750.58
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Road (B)
172.63
-
4715.05
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Road (C)
576.89
-
4831.84
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Plain cement concrete M-15 in Sub structure complete as per Clauses 802, 804, 805, 806, 807, 1202 and 1204 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
-
-
-
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Road (A)
834.79
-
5017.61
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Road (B)
1156.29
-
4980.03
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Road (C)
794.09
-
5103.56
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Providing and laying reinforced cement concrete of M-25 grade in Super structure complete as per drawings and technical specifications Clause 800 & 1200 of MoRD and as per the direction of the Engineer-in-charge
-
-
-
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Road (A)
17.71
-
6933.95
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Road (B)
37.2
-
6888.03
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Road (C)
21.57
-
7039.11
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Supplying, fitting and placing TMT bar reinforcement in substructrue complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.
-
-
-
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Road (A)
1.46
-
10327.62
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Road (B)
4.29
-
10327.62
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Road (C)
22.54
-
10327.62
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Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.
-
-
-
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Road (A)
15.94
-
10449.28
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Road (B)
37.2
-
10449.28
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Road (C)
34.41
-
10449.28
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Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all complete as per Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
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Road (A)
279
-
174.05
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Road (B)
448
-
173.97
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Road (C)
235
-
174.17
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Providing and laying pitching with stone boulders of minimum size and weight as per table 1300.1 no fragment weghing less than 25 kg laid dry complete per drawing and MORD technical specifications Clause 1300 and as per direction of the Engineer in charge
-
-
-
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Road (A)
11.7
-
2159.68
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Road (B)
23.85
-
2142.34
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Road (C)
40.5
-
2220.36
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge
-
-
-
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Road (A)
47.41
-
2562.68
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Road (B)
141.3
-
2545.34
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Road (C)
58.8
-
2623.36
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Providing and fixing 20mm thick compressible fiber board in expansion joint complete as per drawing and technical specifications including cost convyance taxes of all materials, cost of all labours, T & P required for the work etc.complete and as per direction of the Engineer -in- charge.
-
-
-
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Road (A)
18
-
257.07
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Road (B)
54
-
257.07
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Road (C)
22.5
-
257.07
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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 Clause 1701 and Annexure 1700.1 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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Road (A)
1
-
10331.41
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Road (B)
1
-
10322.46
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Road (C)
1
-
10351.89
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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 Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work as per direction of the Engineer-in-Charge.
-
-
-
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i) 600 mm Equilateral Triangle
-
-
-
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Road (A)
38
-
1534.53
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Road (B)
40
-
1530.05
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Road (C)
52
-
1544.76
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ii) 600mm Circular
-
-
-
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Road (A)
20
-
1587.71
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Road (B)
10
-
1583.23
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Road (C)
20
-
1597.94
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Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local stone of standard design as per IRC : 8 fixing in position including painting, and printing etc. as per clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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5th Kilometer stone (Precast)
-
-
-
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Road (A)
1
-
3465.21
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Road (B)
1
-
3450.49
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Road (C)
1
-
3498.87
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Ordinary kilometer stone(Precast)
-
-
-
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Road (A)
18
-
2098.69
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Road (B)
9
-
2088.57
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Road (C)
12
-
2121.83
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200 mm Stone(Precast)
-
-
-
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Road (A)
38
-
634.7
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Road (B)
20
-
632.91
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Road (C)
26
-
638.83
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Construction of RCC Guide Posts of 250mm dia M15 grade cast-in-situ with 20mm nominal size aggregate,true to line and grade,tolerance of vertical RCC Posts not to exceed 1 in 500 as per drawing and Technical Specification clause 1608.2.
-
-
-
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Road (A)
100
-
885.71
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Road (B)
42
-
882.3
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Road (C)
70
-
893.51
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Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (upto 0.90 square meter size)
-
-
-
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Road (A)
19
-
1857.79
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Road (B)
10
-
1853.31
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Road (C)
13
-
1868.03
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Providing and fixing of typical PMGSY logos made of 1.6mm thick MS sheet duly stove enameled on both side with lettering and printing arrows, border etc.will be painted with ready mixed synthetic enamel paint of superior quality in required shade & colour fixed & supported on 75mmx75mmx6mmM.S.angle 3500mm long firmly fixed to the ground by means of properly foundation with M15 grade c.c. 450x450x600mm ,600mmbelow ground level as per drawings & tech. specification clause 1701 and as per direction of the Engineer -in- charge.
-
-
-
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Road (A)
6
-
4229.53
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Road (B)
4
-
4229.53
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Road (C)
4
-
4229.53
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Providing and fixing of typical PMGSY Citizens information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 cm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level. 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 Clause 1701 and Annexure 1700.1 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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Road (A)
3
-
16989.65
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Road (B)
3
-
16970.47
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Road (C)
3
-
17033.53
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Routine Maintenance
-
-
-
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Routine Maintenance after completion of construction works for 1 st year
-
-
-
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Road (A)
9.43
-
49897.39
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Road (B)
5.08
-
62542.37
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Road (C)
6.52
-
68953.52
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Routine Maintenance after completion of construction works for 2 nd year
-
-
-
... More
Road (A)
9.43
-
59876.87
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Road (B)
5.08
-
75050.85
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Road (C)
6.52
-
82744.23
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Routine Maintenance after completion of construction works for 3 rd year
-
-
-
... More
Road (A)
9.43
-
69856.35
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Road (B)
5.08
-
87559.32
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Road (C)
6.52
-
96534.93
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Routine Maintenance after completion of construction works for 4 th year
-
-
-
... More
Road (A)
9.43
-
79835.82
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Road (B)
5.08
-
100067.8
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Road (C)
6.52
-
110325.63
... More
Routine Maintenance after completion of construction works for 5 th year
-
-
-
... More
Road (A)
9.43
-
89815.3
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Road (B)
5.08
-
112576.27
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Road (C)
6.52
-
124116.34
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