Odisha Industrial Infrastructure Development Corporation Tender
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Odisha Industrial Infrastructure Development Corporation - IDCO Tender
Civil And Construction
Road Construction
Eprocure
Opening Date26 Jun 2023
Closing Date10 Jul 2023
Tender Amount₹ 4,49,60,739
Costs
EMD
₹ 4,49,607Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_IDCO_90031_1Bid Award Id
ViewTender No
PC/EST/E-33/2023-24Tender Authority
Odisha Industrial Infrastructure Development Corporation ViewPurchaser Address
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Documents
BOQ Items
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Loosening , levelling and compacting original ground supporting embankment to facilate placement of first layer of embankment, scarified to a depth of 150 mm,mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density etc complete all respect and as per direction of the Engineer-in-charge.
3080.7
64078
20.8
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Construction of embankment with approved materials deposited at side from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requrirement of teble 300-2. all respect and as per direction of the Engineer-in-charge.
1931.85
40066
20.74
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site,spreading, grading to required slop and compacting to meet requirement of table 300-2 as per approved Drawing & Technical Specification and as per Clause-305 of MoRT&H Specification for Road & Bridge work.(5th Revision) all respect and as per direction of the Engineer-in-charge.
29798.99
3847943
129.13
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 all respect and as per direction of the Engineer-in-charge.
9426.29
1260389
133.71
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Construction of granular Sub-base by providing Close graded Granular sub-base Grading-II material as per table 400-1 ,spreading in unifrom layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for road & Bridge works(5th. Revision) .
2760.03
4107725
1488.29
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Providing laying and compacting graded stone agregate to Wet Mix Macadum specification including premixing the material with water at OMC in mechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layer with paver in sub-base and base course on well prepared surface and compacting with vibratory roller to achive desired density etc complete as per the direction of Engineer-in-charge .
3958.65
6401137
1617
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Providing & applying Primer Coat with Bitumen Emulsion on prepared Surface of Granular Base including clearing of road surface & applying primer at the rate of 0.60 Kg/Sqm using Mechanical means .( Output = 3500 Sqm) all respect and as per direction of the Engineer-in-charge.
12789
348628
27.26
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Providing and applying tack coat with bitumen using Pressure distributor @ 0.20kg/sqm on the prepared surface cleaned with mechanical brooms as per clause 503 of MOSRT & H Specifications for Road & Bridge works (4th.Revision) all respect and as per direction of the Engineer-in-charge.
12789
122902
9.61
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Providing and laying bituminous macadam with100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying 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 507 of MoSRT&H Specifications for Road & Bridge works (5th. Revision) Unit = cum all respect and as per direction of the Engineer-in-charge.
639.45
4434048
6934.16
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Providing and laying semi dense bituminous concrete with100-120 TPH batch type HPM producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @4.5 to 5 percent of mix and filler all respect and as per direction of the Engineer-in-charge.
319.73
3009816
9413.62
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes , all respect and as per direction of the Engineer-in-charge.
617.66
190523
308.46
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Providing and fixing of road stud 100 x 100mm,diecast in fibre , resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by suitable bituminous grout or epoxy mortar, all as per BS:873 (Part-4) 1973 all respect and as per direction of the Engineer-in-charge.
395
105247
266.45
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Providing and fixing typical informatory sign board as per 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 . all respect and as per direction of the Engineer-in-charge.
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(a) Mandatory sign 90 cm high octagonal
10
70842
7084.25
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(b) 90 cm equilateral triangle
15
73330
4888.68
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(c) 60 cm circular (Speed limit)
8
35376
4422.11
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(d) 80 cm x 60 cm rectangular
15
86606
5773.77
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(e) 45 cm x60 cm rectangular
6
25997
4332.92
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3,fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75X 75X 6 mm firmly fixed to the ground by means of properly designed foundations with M15 grade cement concrete 45 x 45x 60 cm, 60 cm below ground level as per drawing in all respect and as per direction of the Engineer-in-charge.
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Direction /place indentification sign(1200x700)mm
7.2
76271
10593.3
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Providing and laying Plain cement concrete of grade M-15 in foundation of CD works etc as levelling coarse complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700, 2100 & 2200 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (4th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
398.34
1632927
4099.33
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Providing and laying Reinforced cement concrete of grade M-20 in box culvert etc as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700 & 2200 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (4th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
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In raft of Drain
301.05
1440662
4785.46
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In drain wall
602.1
3677006
6106.97
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In Drain Slab
301.05
1631811
5420.4
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Supplying fitting and fixing HYSD bars reinforcement in foundation, substructure and superstructures as per drawing and technical specifications as per section 1600 of MORT&H specifcation and direction of the Engineer-in-charge .
91.96
8151545
88642.3
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Painting two coats with enamel paints over a coat of primer in road kerb & post of approved shade for finished item of work as per the direction of the Engineer-in-charge.
210
30349
144.52
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Sand filling in foundation of CD works etc as per approved drawing and technical specifications as per Clause 304 and Section 900 of MORT&H Specifications for Road & Bridge works (4th Revision) complete in all respect & as per direction of the Engineer-in-Charge.
240.84
90628
376.3
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Providing compacted granular materials in shoulder by using moorum having required P.I. value with sand admixture if required as per approved Drawing & Technical Specifications and as per Clause - 407 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) all respect and as per direction of the Engineer-in-charge.
92.7
70655
762.2
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Providing ,laying factory made 80 mm thick cement concrete interlocking paver blocks of M-30 grade made by block making machine with strong vibratory compaction of approved size and shape laid over 50mm thick compacted bed of course sand layer including filling sand in the interstics/ joints, including cost conveyance of all materials, labour, and (T&P) required for the work etc comple and as per direction of Engineer in charge.
2781
1788627
643.16
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Supplying, providing and fixing chequered tiles on prepared surface with 12 mm thick cement mortar 1:3 jointed with neat cement slurry mixed with pigments to match the shade of the tiles including rubbing and polishing complete. all respect and as per direction of the Engineer-in-charge.
1767
1646790
931.97
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Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 , all respect and as per direction of the Engineer-in-charge.
840
216753
258.04
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GST as applicable Will be Paid Extra.
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