Works Department Tender
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The EICCL has issued a formal invitation for competitive bids for the Works Department project, for Improvement Of Road From Balangir-sambalpur Nh To Gandhinagar Pada,weekly Market,barpali Pada,talpali Pada Through Ward No.3,4,6 And 7 For The Year 2018-19 in Balangir, Odisha, with an estimated contract value of Rs. 1,19,44,744. The bid opening date for this tender is 25-09-2018 and the last date for bid submission is 10-10-2018. Interested bidders for Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 1,40,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_EICCL_49673_6Bid Award Id
ViewTender No
SE (R and B)BGR-06 of 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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Dismantling of existing structures like culverts,bridges retaing walls and other structures comprising of masonary, cement concrete , wood work ,steel work including T &P and scaffolding whereever necessary sorting the dismantling materials.
35.65
11024
309.23
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Supplying and fixing of pre-cast inter locking concrete block 60mm thick with crushing strength of any indivisual shall not be less than 40 N/sqm as per drawing and technical specification clause 1504 of MORTH and Bs specification 6717-11-1986 with all cost of materials,labour,carriage and etc complete in all respect.
2761.2
2694461
975.83
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Below bed level(Up to GL)
89.92
314297
3495.5
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Bitumen expansion joint 25mm thick as per drawing and technical specification as per clause no.2605 of MORT & H specification and direction of the Engineer-in-charge.
4.99
5590
1120.33
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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 slope and compacting to meet requirement of table 300-2. & Clause 305 of MosRT& H specifications for road & Bridge works(5th Revision)
920.8
117687
127.81
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Plain/ Reinforced cement concrete M-15 nominal mix with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days
7.5
26216
3495.5
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Providing and applying Primer Coat with emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm. using mechanical means as per clause 502 of MORT&H specifications for road & bridge works (Latest revision).
7593.3
158092
20.82
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Side wall
78.12
405974
5196.81
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Reworking Scarified existing bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and leads upto 1000 metres as per clause 501.8.3.2 MOSRT&H specification for Road& Bridge works (Latest revision).
5177.25
38518
7.44
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Plain Cement concrete( 1:3:6 ) Nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanicaly mixed placed in Sub-structure and compacted by vibration including curing for 14 days per Section - 1000 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
58.33
213267
3656.23
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Drainage spots complete as per drawing and techanical specification of MORT & H specification and direction of the Engineer-in-charge.
2
1577
788.68
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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.
1390.1
2071707
1490.33
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Providing and laying Semi Dense Bituminous Concrete using crushed aggregate of grading-2 materials premixed with bitumenous binder@ 4.50 to 5.00%of mix and filler, transport the hot mix to work site, laying with a hydroststic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MoRT&H Clause No. 508 of MoSRT&H specifications for Road & Bridge works (5th Revision)
211.58
1436712
6790.4
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Construction of Granular Sub-Base (Gr-IV) by providing material, spreading in uniform 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
909.47
1302433
1432.08
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials, dressing of sides and bottom and backfilling with approved material.
572.35
76941
134.43
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R.C.C.M-25 nominal mix in substructure with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days per Section - 1000 & 2300 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
47.83
256954
5372.24
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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
143.35
902735
6297.42
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Road marking with of hot applied thermoplastic compound with Reflectorising Glass beads as per clause no.803.1,803.2,803.4.1,803.4.2,803.4.4,803.6 to 803.8 of specification of MosRT& H specifications for road & Bridge works(5th Revision)
618
305736
494.72
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R.C.C.M-15 nominal mix in substructure with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days per Section - 1000 & 2300 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
-
-
-
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Cover slab
21.7
91663
4224.11
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Providing weep holes in brick masonary / plain or reinforced concrete abutment with 100mm dia AC pipe
54.67
4707
86.1
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Metal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete
16.09
20136
1251.5
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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 1000m.
2524.77
105459
41.77
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Providing and applying tack coat with emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
8463.3
64828
7.66
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P.C.C.M-20 nominal mix in substructure with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days per Section - 1000 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
57.98
284754
4911.25
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Bed Concrete
65.1
274989
4224.11
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RCC Grade M-30 in RCC waering coat including dewatering form work and mixing cement mortar with concrete Mixer and complete as per MORT & H specification.
10.48
46254
4413.62
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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
8595.62
35242
4.1
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P.C.C.M-15 nominal mix in substructure with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days per Section - 1000 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
41.25
170447
4132.05
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Providing and laying Bituminous Macadam using crushed aggregate of grading-2 materials premixed with bitumenous binder, transported to site, laid over a previous prepared surface with hydrostatic paver finisher with sensor control to the required grade and level and alignmentand rolled as per Clause No.-501-6 and 501-7 to achive the desired compaction as per Clause 504 of MoSRT&H Specifications for Road & Bridge works (5th Revision)
423.17
2173972
5137.35
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Back filling with excavated earth with in 50mt. Initial lift including watering and ramming etc. complete as per the direction of the Engineer-in-charge.
358.05
18944
52.91
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Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density.
1475.72
30030
20.35
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Providing concrete surface providing and applying 2 coats of water based cement paint to unplastered concrete surface over a coat of cement wash after cleaning the surface of dirt dust oil grease efflorescence and applying paint @ 1Ltr for 2 sqm.
73.72
1739
23.6
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