Rural Development Department Tender
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Costs
EMD
₹ 37,45,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_EICCL_105761_4Bid Award Id
ViewTender No
CE-ROADS-I-08/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Unit - Sqm
Scarifying and removing the existing bituminous road surface to the required depth as per approved drawing and technical specifications and disposal of scarified materials within all lifts and lead upto 1000mtr. complete in all respect as per Section 900, Clause 305.4.3, 305.8, 305.9.5, 501.8.3.2, 501.8.7.2 and 501.8.8.1 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
9.71
-
58.26
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Unit - Cum
Providing, filling clean sand of approved quality in road work for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
742.76
-
980918.57
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Unit - Cum
Providing and laying Granular Sub-base with Grading-VI stone screening materials as per Table 400-1 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
635
-
1224337.15
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Unit - Cum
Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 406 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
33.75
-
76964.85
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Unit - Sqm
Providing and applying primer coat with slow setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
135
-
4725
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Unit - Sqm
Providing and applying tack coat with rapid setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
316172.5
-
3648630.65
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Unit - Cum
Providing and laying dense graded bituminous macadam using crushed stone of Grade-II aggregate with batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 Grade by weight of total mix and filler, 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 complete in all respects as per clause No. 505 & Section 900 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. .
24123.16
-
204299524.5
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Unit - Cum
Providing and laying bituminous concrete using crushed stone of Grade-II aggregate with batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.5 percent of VG-30 grade of mix and filler, 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 complete in all respects as per Clause No.507 & Section 900 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
12624.3
-
123300528.16
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Unit - Sqm
Providing and laying factory made 80 mm thick cement concrete interlocking paver blocks of M - 40 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.
3040
-
1868019.2
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Unit - Cum
Providing and laying P.C.C M-20 grade in sub-structure as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2100 & 2200 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
308.63
-
1864640.61
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Unit - Sqm
Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness 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 etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803.4 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
14999.76
-
4179383.13
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Unit - No.
Providing and fixing of bi-directional retro reflective raised pavement markers of approved colour, quality & make conforming to ASTM D-4280 made from injection moulded high impact polymer including cleaning, preparation of surface and fixing at position with approved quality adhesives including cost of all materials, labour, transportation, taxes, duties, sundries, T&P etc. complete and as per direction of Engineer-in-Charge.
4614
-
1301148
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Unit - Rmt.
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th 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.
180
-
759657.6
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Unit - No.
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting , 3mm/4mm thick alumunium composite material sheet depending on the size of sign vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. The sign shall be maintained as per Section 12 of IRC-67.
-
-
-
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80x60 cm size (Facility Information signs)
50
-
335639
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45x60 cm size (Route marker signs)
50
-
249415.5
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90cm size equilateral triangle (Cautionary signs)
80
-
451625.6
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60cm size circular (Mandatory Signs)
80
-
407606.4
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90cm high Octagon ( Stop Sign)
30
-
248683.5
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90cm x 30cm rectangular (Object Hazard Marker)
40
-
199532.4
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50cm x 60cm rectangular (Single Chevron Marking)
40
-
209386.4
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Unit - Sqm
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting fixed over alumunium sheeting 2mm thick or alumunium composite material sheet with overall thickness of 4mm vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) with area exceeding 0.9 Sqm fixed over back support frame of minimum 40x40x5 mm angle mounted on two nos of mild steel circular pipe 65NB, 3.2 mm thickness & 4.50mtr total height firmly fixed on ground by means of properly designed foundation with M-25 grade cement concrete 45x45x60cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
-
-
-
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1500mmx900mm size board.
17.55
-
227164.57
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Unit - Cum
Providing and laying Plain cement concrete of grade M-15 in foundation of CD works etc as levelling course using 40mm to 10mm size crushed stone aggregates etc 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 (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
629.97
-
3459814.14
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Unit - Cum
Rough stone dry packing in aprons and revetments with hard granite stone of size 0.0025 cum and above as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
126.63
-
239515.58
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Unit - Cum
Providing and laying R.C.C M-20 grade in drain works as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2100 & 2200, 2300 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
-
-
-
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In foundation
351
-
1548134.64
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In sub-structure
324
-
2061770.76
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In super-structure
531
-
3139086.15
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Unit - Cum
Providing and laying R.C.C M-25 grade in CD works as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2100, 2200 & 2300 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
-
-
-
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In foundation
232.02
-
1305128.74
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In Sub-structure
124.68
-
1205053.4
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In superstructure
89.55
-
681420.87
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Unit - Cum
Providing and laying R.C.C M-30 grade in wearing coat including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500,1600, 1700 & 2702 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
8.04
-
105540.6
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Unit - MT
Supplying, cutting, bending, binding, straightening, placing HYSD bars confirming to grade IS:1786-(Fe-500) for steel reinforcement works for finished item of work as per approved drawing and technical specifications complete in all respect as per section 900,1000, 1600, 2100, 2200 & 2300 of MoRT&H specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
147.24
-
12591981
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Unit - Cum
Providing and laying of filter media/metal spall backing using 45 mm size crushed hard granite stone aggregates to the required thickness with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall of CD works to the full height compacted to a firm condition as per drawing and technical specifications complete in all respect satisfying the requirements laid down in Clause 2504.2.2 and Section 900 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
62.49
-
120007.67
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Unit - Rmt.
Providing weep holes in abutment, wing wall, retaining wall, toe wall and RCC drain etc with 100mm dia A.C. pipe as per approved drawing and technical specifications complete in all respect as per Section 2200 & Clause 2706 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
189.54
-
17536.24
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Unit - Sqm
Painting two coats with synthetic enamel paint of approved quality and shade at any elevation on kerb, guard post and other structures etc for the finished item of work as per technical specifications complete in al lrespect as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
2413.57
-
199626.37
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Unit - Rmt.
Construction of reinforced cement concrete crash barrier of M-40 grade with HYSD reinforcement confirming to IRC-21 and dowel bars 25mm dia, 450mm long at expnasion joints filled with premoulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure of MOST Circular No. RW-NH-33022-1-94-DO-III dtd.24 June 1994 as per dimension in the approved drawing and location as per Clause 811 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
44.64
-
168874.91
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Unit - Sqm
Flank dressing to proper camber and as per direction of Engineer-in-Charge.
75675
-
512319.75
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Unit - Cum
Construction of median and island above road level with approved materials deposited at site from roadway cutting and excavation for drainage & foundation of structures, spread, sloped and compated etc complete as per Clause 407 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
0.94
-
218.85
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