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Devlopment Of Both Bitumen And Concrete Road Of M, E, Lcr, Ecr, C2l2, Hd And S2m Area I Chhend , Rourkela. Works, rourkela-Odisha

Municipal Corporation-MC has published Devlopment Of Both Bitumen And Concrete Road Of M, E, Lcr, Ecr, C2l2, Hd And S2m Area I Chhend , Rourkela. Works. Submission Date for this Tender is 22-03-2022. RCC Road Tenders in rourkela Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

31349705
Devlopment Of Both Bitumen And Concrete Road Of M, E, Lcr, Ecr, C2l2, Hd And S2m Area I Chhend , Rourkela. Works
Open Tender
Indian
Odisha
rourkela
22-03-2022

Tender Details

Devlopment Of Both Bitumen And Concrete Road Of M, E, Lcr, Ecr, C2l2, Hd And S2m Area I Chhend , Rourkela. Works

Key Value

Document Fees
INR 11200 /-
EMD
Refer document
Tender Value
INR 85.22 Lakhs /-

BOQ Items

Name of Work: Devlopment of Both Bitumen and Concrete Road of M, E, LCR, ECR, C2L2, HD and S2M Area I Chhend , Rourkela.
Sl. No. Item Description
1BITUMIN ROAD
2Scarifying the existing bituminous road surface to a depthy of 50mm .
3Earth work in hard soil or gravelly soil within 50 M initial lead and 1.5 M initial lift including rough dressing and breaking clods to maximum 5cm to 7cm. And laying in layers not exceeding 0.3 M in depth and as per direction of the Engineer-in-charge.
4Soil liftingCharges(0.33%)
5Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the materials 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 weell prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision.)
6Providing and applying primer coat with 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 as pr Clause 502 of MoSRT&H Specifications for Road & Bridge works (4th Revision.)
7Providing and laying 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 hydraostatic paver finisher with sensor control to the required grade, level land alignment and rolling with smooth whelled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoSRT&H specifications for Road & Bridge works (4th Revision).
8Providing and laying semi dense bituminous concrete with bath type hot mix plant 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 weith sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibtratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge weorks (4th Revision.)
9Road marking with hot applied Thermoplastic compound with reflectorising glass beads on Bituminous Surface.
10Filling in foundation & plinth with sand watered and ramed including cost of all material etc complete.(Sand Blinding on the road surface)
11Providing and erecting direction and place identification of semi-reflective sign boards as per IRC:67 made of 2mm thick M.S.sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 70 mm width and required message, letters,figures with reflective engineering grade tape as per MORD specification of required shade and colour. Supported and welded on 47mm x 47mm of 12 SWG Square tube of 3050mm height duly strengthened by 25mm x 5 mmM/s flats iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm X 450mm x 600mm,600mm below ground level as per approved drawing and technical specification clause 1701.
12CONCRETE ROAD
13Dismantaling the existing concrete road surface to a depthy of 150mm
14Earth work in hard soil or gravelly soil within 50 M initial lead and 1.5 M initial lift including rough dressing and breaking clods to maximum 5cm to 7cm. And laying in layers not exceeding 0.3 M in depth and as per direction of the Engineer-in-charge.
15Soil liftingCharges(0.33%)
16Filling in foundation & plinth with sand watered and ramed (Labour only)
17Cement concrete (1:4:8) with 4cm. size hard granite Hand Brocken metal.
18CC work of M-20 grade with 20mm & down grade black hard granite (crusher broken) stone chips including hoisting & laying.
19Rigid & smooth centering & shuttering for RCC work including false works and dismantling them after casting including cost of materials complete .
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