Works Department Tender
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Works Department Tender
Eprocure
Opening Date19 May 2018
Closing Date2 Jun 2018
Tender Amount₹ 5,15,09,000
Costs
EMD
₹ 10,30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction and Maintenance of Road from O-Kudumulgumma to Siripeta in the district of Malkangiri
Description
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Contact
Tender Id
2018_DPIR_63206_3Bid Award Id
ViewTender No
Bid Identification No-CE-DPI AND R-12/2018-19Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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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 within all lifts and lead upto 1000 m as per Clause no. 302. 3.5 (iii) of MoRD Databook.
3407.49
117251
-
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Construction of embankment , maintainance of slope & camber with approved materials deposited at site from roadway cutting and excavation from drains and foundation of other structures graded and compacting to meet requirement of table 300-2 & as per clause no. 301.5 [Serial no. 3.3] of MoRD Databook and direction of the Engineer-in-charge.
3146.39
88224
-
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & as per clause no. 301.5 [Serial no. 3.4] of MoRD Databook and direction of the Engineer-in-charge
18236.28
3324838
-
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Granular sub-base/ Construction of granular sub-base by providing GSB Gr-IV materials, spreading in uniform layers with motor grader on prepared surface mixing by place method with Rotavator at OMC and compacting with Vibratory roller to achieve the desired density complete as per clause no. 401 (Serial no. 4.2) of MoRT&H Databook and direction of the Engineer-in-charge.
2849.58
5424004
-
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Providing,laying,Sprearding & compacting graded stone aggregate to wet mix macadam specifiction including premixing the mateial with water at OMC in mechanical mixer (pug mill),carriage of mixed material by tipper to site,laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100KN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Table 400.11 & 400.12 and Technical Specification Clause 406.
5021.39
10416471
-
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Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular sub-base(medium porosity) including cleaning of road surface and spraying primer at the rate of 1.05kg/sqm using mechanical means as per clause no. 502 [Serial no. 5.1(ii)] of MoRD Databook and direction of the Engineer-in-charge
33475.89
752872
-
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Providing and applying tack coat with bitumen emulsion (RS-1) on prepared surface including cleaning of road surface and spraying primer at the rate of 0.20kg/sqm using mechanical means as per clause no. 503 [Serial no. 5.2(ii)] of MoRD Databook and direction of the Engineer-in-charge
33475.89
264794
-
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Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of VG-30 grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause no. 504 (Serial no. 5.3) of MoRD Databook and direction of the Engineer-in-charge
1673.8
9034938
-
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Providing and laying Semi-dense graded bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of VG-30 grade of bitumen, transporting the hot mix to work site, l;aying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause no. 508 (Serial no. 5.7) of MoRT&H Databook and direction of the Engineer-in-charge.
836.9
5015173
-
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Providing retro-reflectorised cautionary, Mandatory and Informatory sign boards as per IRC. 67 made of high intensity grade sheeting vide clause no. 1701.2.3 fixed over aluminium sheeting 1.5mm thick supported on GI pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level size as per clause no. 1700,300&800 [Serial no. 2] of MoRD Databook and as per direction of Engineer-in-Charge.
2
16620
-
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Providing and fixing of typical PMGSY citizen information board as per MORD specifications and drawing. Three MS Plates of 50x5mm mm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The upper & lower plate will be welded with MS flat iron frame of 50mmx5mm. The steel tubes duly embedded 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 drawing Clause 1701 and Annexture 1700.1.
2
26788
-
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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 75mm x 75mm x 6mm. 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 Annexure 300,800,1700 of MORD as per direction of the Engineer in charge (Fixing of logo 600x 600mm)
1
2999
-
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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 300,800,1700 as per direction of the Engineer in charge.(600 mm square)
36
51003
-
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD technical Specification Clause 1703 as per direction of the Engineer in charge ( 5th Kilometre Stone (precast))
3
8286
-
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD technical Specification Clause 1703 as per direction of the Engineer in charge Ordinary Kilometer Stone (Precast)
7
11922
-
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD technical Specification Clause 1703 as per direction of the Engineer in charge 200 m stone (precast)
42
18970
-
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Providing &Laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beats @ 250grms per sqm area,t hickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level,uniform and free from streaks and holes
1800
891396
-
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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.
138
101022
-
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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 drawing Clause Annexure 300,800,1700 of MORD as per direction of the Engineer in charge
8
14929
-
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Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202 (BY manual means)
333.77
68656
-
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Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202 (By Mechanical means)
15.05
7656
-
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Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.
1290.49
65272
-
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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.
168.95
92863
-
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Plain Cement Concrete in (1:3:6) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,803,1202,1203 of MoRD Databook and as per direction of the Engineer-in-Charge.
844.38
3792887
-
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Plain cement concrete M-15 nominal mix in foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days as per Clause 802,803,1202,1203 of MoRD Databook and direction of the Engineer-in-charge
200.31
852030
-
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
50.05
305764
-
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
16
149564
-
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge (SUPER STRUCTURE)
50.05
248279
-
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge (SUB-STRUCTURE)
35.18
171525
-
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Providing weep holes in brick masonry/stone masonry/ plain/ Reinforced concrete abutment wing wall,return wall,with 100mm dia AC pipe extending through the full width of the structure with slope of 1(v):20(h) towards drawing face complete as per drawing and technical specification clause 614.709,1204.3.7 and as per direction of Engineer-in-charge.
358.4
53738
-
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Providing and laying reinforced cement concrete NP4 pipe for culverts jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1100 of MoRD & as per direction of Engineer-in-Charge. (1000 MM Dia)
170
1322355
-
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 and as per the direction of the Engineer-in-charge.
33.45
21993
-
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Providing and laying pitching with stone boulders on slopes laid over prepared filter media as per drawing and MORD technical specifications Clause 1300 and as per direction of the Engineer in charge
49.85
75559
-
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Providing and laying pitching with stone boulders on slopes laid over prepared filter media as per drawing and MORD technical specifications Clause 1300 and as per direction of the Engineer in charge(with dept stone.) (Re used material from DEPT. stone)
166.89
51405
-
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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
61.11
123706
-
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Providing and fixing 25mm thick compressible bitumen board in expansion joint complete as per drawing and technical specificationsas per direction of the Engineer in charge
13.28
19794
-
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Earth work in excavation in hard soil with in 50 m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm-7 cm and laying in layers not exceeding 0.3m in depth and as per direction of engineer in charge(Filling Foundation & plinth with excavated earth)
203.14
15117
-
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Providing Tarpaper bearing.as per drawing and technical specificationsas per direction of the Engineer in charge
16.7
241
-
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Removal of NP3 Hump Pipe following dia meters for pipe culvert as per approved drawing and technical specification as per section 2900 of MORD specification for Road and Bridge work(Latest Revision) & as per direction of the Engineer-in-Charge.
-
-
-
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Upto 900mm dia Hume pipe
75
13629
-
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Upto 600mm dia Hume pipe
52.5
7054
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MAINTENANCE
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Routine Maintenance after completion of construction works for 1 st year
6
850684
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Routine Maintenance after completion of construction works for 2 nd year
6
1265614
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Routine Maintenance after completion of construction works for 3 rd year
6
1628301
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Routine Maintenance after completion of construction works for 4 th year
6
2000052
-
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Routine Maintenance after completion of construction works for 5 th year
6
2363658
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