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 B.t Road To Chandi Mandir From Laxmi Mandir Chhak in Jharsuguda, Odisha, with an estimated contract value of Rs. 2,30,33,180. The bid opening date for this tender is 19-08-2022 and the last date for bid submission is 03-09-2022. Interested bidders for Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Works Department - EICCL Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Aug 2022
Closing Date3 Sep 2022
Tender Amount₹ 2,30,33,180
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_EICCL_80518_3Bid Award Id
ViewTender No
CCENC (RAND B) /07/ 2022-23Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Supplying, providing, spraying & prime coat over prepared granular base (WMM) with Bituminous emulsion of medium porosity (slow setting) complying with IS 8887-2004 spraying with a self propelled bitumen pressure sprayer uniformly at the specified temperature complete @ 0.60 Kg/ Sqm as per Cl.502 of Technicalspecification for road and bridge work MORT&H (Latest revision) and as directed by Engineer-in-charge
9029.5
-
25.63
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Providing and laying Semi Dense Bituminous Concrete with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder using 60/70 penetration grade bitumen @4.5 to 5 per cent 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 compactin as perf MoRT&H specification Clause No.508 for Road & Bridge works (4th Revision) complete in all respect and as per direction of Engineer-in-charge.
225.74
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9298.96
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Scarifying the existing BT surface and stacking them away from the work site as per specification and direction of Engineer-in-charge as per Clause No.501.8.3.2, 501.8.7.2 of specification of Road & Bridge work (Latest Revision)
3600
-
3.6
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Madatory signs Circular 60mm dia Speed limit Sign post
8
-
4139.51
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(C) 5th KM Stone
1
-
3155.73
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Transportion of bushes, shrubs, debris shifting ets along road side with in a 5 km lead as per technical specification and as per the direction of the Engineer-in-charge.
1151.5
-
151.2
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Supplying, filling in foundation and plinth with sand including watering and ramming with cost, conveyance, royalties and taxes of sand with labour and T&P required for the work etc. complete (Measurement will be taken on finished compacted section only).
951.74
-
401.95
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Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250 gms per sqm area over road surface. , 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.
492
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388.41
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Construction of embankment with approved material obtained from with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures lifts and leads, transporting to site by mechanical means within a lead of 5 KMs spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including cost of royalty.
42.5
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54.94
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Providing and fixing of direction and place Identification Signs up to 0.9 sqm. Size (1200mm x 700mm) Board retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting, 1.5mm thick supported on mild steel angle post 75m x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing .
-
-
-
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Providing & fixing RCC M-15 RCC Guard Post/ 5th Km. stone/ Ordinary Km. stone / 200 Mtr. stone of standard design as per IRC8-1980 along with reinforcement complete as per drawing as per Clause 804,806 & Section no.1000, 1500, 1600, 1700, 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (LatestRevision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect complete in all respect as directed by Engineer-in-Charge
-
-
-
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Octagon 900 mm height Stop sign post in spur road (minor junstions)
4
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6808.5
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Providing, laying and fixing in position reinforced cement concrete 1000mm dia NP4 hume pipes for culverts on first class bedding of granular materials including pointing ends fixing collars with cement mortar 1:3 for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
25
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7242.86
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P.C.C. work of M-20 grade with 40mm and down grade black hard granite (crusherbroken) stone chips mixed by concrete mixer laying in layers and compacting by vibrator including hoisting and laying in Sub Structure of C.D. Works complete with all leads and lifts as per approvrd drawing and technical specification and as per clause-1700 &2100 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge.
34.19
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5231.97
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Facility Information signs (800X600 mm) School, college, hospital village & Market
2
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5491.16
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B)Sub-Structure
228.38
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8381.1
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(E) Boundry Pillar
24
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611.36
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Construction of granular sub-base by providing d Granular sub-base Grading-IV material as per table 400-1, 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 of MoRT&H Specifications for Road & Bridge works (Latest Revision) as per direction of Engineer-in-charge.
1458.38
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1909.54
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Providing and laying R.C.C M-20 grade in box culvert/Drain 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 (latest 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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Cautionary signs triangular 900mm side In curve portion In spur road (minor junctions)
8
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4599.2
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Loosening, levelling Compacting original ground supporting embankment to facilitate construction of earthen embankment, sprinkling water to OMC and compacting by rolling so as to achieve minimum required, density table 300-1, 300-2 in embankment construction as per technical specification Cl. 305.3.4 of specification for road and bridge works MORT&H (5th revision) complete as per direction of Engineer-in-charge.
1146.53
-
20.7
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Providing and laying 50mm thick bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration 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 504 of MoRT&H Specification for Road & Bridge works (Latest Revision)
451.48
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6986.7
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Clearing and grubbing roads and 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 etc. complete as per direction of Engineer-in-charge.
12452.5
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5.96
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Raised Pavement Marker(R.P.M) accordance with MORTH'S circular Ref. No RW/NH.33023/10/97-DO-III Dated 11 th June 1797.The Rpms have to be plastic body moulded from ABS polycarbonate or any other plastic with superior mechanical properties .The marker shall support a load of 13635 kg tested in accordance with ASTM D4280 Reflective panel shall be single or dual prismatic cubes capable of providing total internal reflection lens shall be moulded of methecrylate conforming to ASTMD788 or equivalent.The Lenses shall be electronically welded with the RPM body.Slope of Rectro-Reflecting shall be 35 +/5 degree base minimum area of each Retro -Refletive surface should not less than 13 sqm. Marker height should not exceeed 20 mm width not to exceed 130 mm and base shall be fixed using 2 polymer shanks with adhesive and no nails shall be used to affix the marker and shall be marked with manufacturers name.
1600
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286.02
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(B) Ordinary KM Stone
1
-
1912
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Rough stone dry packing in aprons and revetments and stone pitching in slopes and boulder approns etc with hard granite stone of size 30 cm and above as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2504 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
13.53
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1639.47
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P.C.C. work of M-15 grade with 40mm and down grade black hard granite (crusherbroken) stone chips mixed by concrete mixer laying in layers and compacting by vibrator including hoisting and laying in open foundation complete with all leads and lifts as per approvrd drawing and technical specification and as per clause-1700 &2100 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge.
33.15
-
4447.39
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P.C.C. work of M-15 grade with 40mm and down grade black hard granite (crusherbroken) stone chips mixed by concrete mixer laying in layers and compacting by vibrator including hoisting and laying in open foundation as Leveling Course complete with all leads and lifts as per approvrd drawing and technical specification and as per clause-1700 &2100 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge.
101.5
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4393.99
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Excavation of soil using Hydraulic Excavator and Tippers with Disposal upto 2 km lead, including cutting and loading in tippers, trimming buttom and side slopes, in accordance with requirements of line grades and cross section, and transporting to the embankment location within all laeds and lifts as per technical specifications and as directed by the Engineer-in-charge.
1220.38
-
42.46
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Earth work in excavation of foundation of structures as per approved drawing and technical specification and as per clause-301 &304 of MoSRTH specification for road & bridge works (Latest Revision ) in all kinds of soil including moorum, stony earth mixed with boulders (except sheet rocks and boulders requiring blasting) with all leads and lifts including dressing and leveling the bed and depositing the excavated earth at places away from work site with all leads and lifts including cost of all labour and T&P and dewatering if required for the works etc. complete as directed by the Engineer-in-charge.
76.82
-
195.38
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(A) 15 Cm Dia 1.00 M long Guard Post
150
-
393.4
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C)Cover Slab
137.03
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7793.75
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(D) 200 Mtr Stone
5
-
569.75
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Supplying, mixing, providing laying and compacting graded stone aggregaresto Wet Mix Macadam (WMM) specification in approved layer thickness to line, level grade & slope as per approved working drawing and approved mix design conforming to grading specified in (Table 400-I3 ) & as per clause 406 of Technical specification for road and bridge works MORT&H (Latest revision) & as per direction of Engineer-in-charge.
2320.68
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1768.89
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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 5 KMs spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including cost of royalty.
4967.35
-
128.62
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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 (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
304.5
-
87.28
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Dismentaling of existing structures like culverts, bridges, retanining walls and other structures including T&P scaffolding, sorting the dismentaled meterial, disposal of un-servisabale meterials and stacking the serviseable with all lift & lead of 1000m as per technical specification and as per the direction of the Engineer-in-charge.
33.91
-
1258.26
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A) Foundation
91.35
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5231.35
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Supplying, providing and applying tack coatwith bitumen emulsion (Rapid Setting) complying with IS:8887-2004 spraying with the help of a self propelled pressure sprayer to spread uniformly @ 0.20 Kg /Sqm over the cleaned prepared dust free surface as per Clause.503 of technica specification of road and bridge work MORT&H (Latest revision) and as directed by Engineer-in-charge
9029.5
-
9.07
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Collecting, supplying, conveying and spreading on road surface gravel or good laterite moorum for road work in layers not exceeding 225mm thick including watering and rolling with P.R.R. including hire and running charges of P.R.R. with cost, conveyance, royalties and taxes of all materials and T&P with labour required including carriage of water with all leads and lifts etc. complete in all respects as per direction of the Engineer-in-charge. (Measurement will be taken on finished section only).
486
-
641.24
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