Works Department Tender
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Works Department - EICCL Tender
Civil And Construction
Road Construction
Eprocure
Opening Date10 Oct 2024
Closing Soon23 Oct 2024
Tender Amount₹ 2,08,10,709
Costs
EMD
₹ 2,08,107Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_EICCL_105622_1Tender No
TENDER CALL NOTICE NO.06 OF 2024-25Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Construction of granular sub-base by providing Grading-VI Material as per table 400-2, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
50.25
2646
132975.07
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
83.75
2745
229920.55
Providing and applying prime coat with slow setting bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
135
33
4583.25
Providing and applying tack coat with rapid setting bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous surface cleaned with mechanical broom.
18210
11
215970.6
Providing 50mm thick Bituminous Macadam using crushed stone Gr.-2 materials & 60 / 70 penetration grade of bitumen as per approved Drawing & Technical Specifications and as per Clause -504 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
64.13
7479
479674.44
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 as per MORTH specification clause No. 509 complete in all respects
735.6
10294
7572979.93
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.
200
608
121680
P.C.C.M-15 Grade in Foundation of CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
67.5
5673
382993.65
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering & Technical Specifications and as per Clause - 307 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
3514.5
28
100690.42
Providing and erecting direction and place identification retro-reflectorized sign as per IRC 67made of high intensity grade sheeting vide Clause 801.3, fixed over Aluminium sheeting 2mm thick supported on a mild steel single/double angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade concrete 45 x 45 x 60 cm, 60 cm below ground level as per drawing and technical specfication Clause 801 of of specification for road & bridge works (5th revision) & as directed by Engineer in charge.
-
-
-
90 cm Equilateral traingle
5
5660
28301.05
60 cm Circular
4
5101
20407.2
80 cm x 60 cm rectangular
6
6719
40317.18
90 cm high octagon
3
8287
24863.97
Direction Marking less than 0.9 sqm
1.8
12205
21969
60 cm x 45 cm rectangular
8
4995
39960.48
90 cm x 30 cm rectangular
5
4995
24975.3
Reinforced cement concrete M-15 grade 5th km stone of standard design as per IRC:8-1980 fixing in position including painting & printing etc as per Clause - 800 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
1
585
585.61
Reinforced cement concrete M-15 grade ordinary km stone of standard design as per IRC:8-1980 fixing in position including painting & printing etc as per Clause - 800 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
3
409
1229.85
Supplying, providing 2.5 mm thick hot applied thermoplastic road marking material homogeneously composed of aggregate pigment,resin,glass reflectorizing beads with colour of the compound white as per IS 356 as specified in the drawing conforming to clause no 803 of specification for road & bridge works (5th revision) & as directed by Engineer-in-charge.
874.13
278
243558.84
Providing and fixing of bi-directional retro reflective raised paverer 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. 1973
1450
282
408900
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 810
460
4221
1941936
Earth work in excavation in all kinds of soil for road works with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers as per drawing and technical specification, including setting out, dressing of section to correct line, level, grade & camber for road work or dressing of sides and bottom for foundation of structures and loading into tippers, transporting to embankment site within all lifts and lead upto 1000mtr. and utilising the surplus earth locally for road work wherever required, backfilling the excavation earth to the extent required etc complete in all respect as per clause 301 & 304 of Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer in charge.
507
74
37883.04
Sand filling in Road work & foundation of structure as per approved Drawing & Technical Specifications and as per Section - 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete.
81.45
470
38314.08
R.C.C. M-20 grade in Foundation Raft of retaining wall & RCC drain with formwork using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete.
39.75
6477
257488.57
R.C.C. M-20 Grade in Substructure of structure & CD work with formwork using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete.
55.5
13392
743307.06
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 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.
7.62
85561
651978.78
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.
182.4
90
16591.1
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2200, 2504.2.2. of MoRTH specifications for Road & Bridge works (latest revision) & 710.1.4.of IRC:78 to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification and instruction of Engineer in charge..
72
3069
220982.4
Plain cement concrete M15 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Etc. complete as per drawing and Technical Specification and instruction of Engineer in charge..
81.45
5550
452065.42
Plain cement concrete M15 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Etc. complete as per drawing and Technical Specification and instruction of Engineer in charge..
784
5673
4448400.32
Gravel backing to revetments as per approved Drawing & Technical Specifications and as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
252
1933
487189.08
Rough stone dry packing on Aprons and Revetments with hard stone 30cm and above size including cost, conveyance royality of all materials and labour charges etc.complete as per direction of Engineer-In-Charge.
504
2409
1214524.08
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