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Tender For Post Dlp Maintenance Of Pmgsy Road From Belsarei-Khadiabeda (Or-17-384) Under Package No. Pm-Kjr-19 For A Total Length Of 4.50 Km. In The District Of Keonjhar., keonjhar-Odisha

Rural Works Department has published Tender For Post Dlp Maintenance Of Pmgsy Road From Belsarei-Khadiabeda (Or-17-384) Under Package No. Pm-Kjr-19 For A Total Length Of 4.50 Km. In The District Of Keonjhar.. Submission Date for this Tender is 27-03-2024. Road Repair Tenders in keonjhar Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

43000252
Tender For Post Dlp Maintenance Of Pmgsy Road From Belsarei-Khadiabeda (Or-17-384) Under Package No. Pm-Kjr-19 For A Total Length Of 4.50 Km. In The District Of Keonjhar.
National Competitive Bid
Indian
Odisha
keonjhar
27-03-2024

Tender Details

Post Dlp Maintenance Of Pmgsy Road From Belsarei-Khadiabeda ( Or-17-384 ) Under Package No. Pm-Kjr-19 For A Total Length Of 4.50 Km. In The District Of Keonjhar.

Key Value

Document Fees
INR 10000 /-
EMD
INR 199000.0 /-
Tender Value
INR 99.14 Lakhs /-

BOQ Items

Name of Work: Post DLP Maintenance of PMGSY Road from Belsarei-Khadiabeda (OR-17-384) under Package No. PM-KJR-19 for a total length of 4.50 Km. in the District of Keonjhar.
Sl. No. Item Description
1PART-I (Initial Rehabilitation)
2Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of grith upto 300mm removal of stumps of such trees cut earlier and disposal of unserviceable materials by manual means andstacking of serviceable materials to be used or auctioned upto a lead of 1000m incuding removal and disposal of top organic soil not exceeding 150mm in thickness as per direction of Engineer-in-charge.
3Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified materials with in all lifts and lead upto 1000 metres etc.complete.
4Providing,& layingfollowing size metal as per MOST specification for IRC. Gr-II/ Gr-III metalling to a uniform thicknes of 100mm and packing the voids with small stones and hnd packing the same to proper camber including conveying and spreading crusher dust etc complete
5WBM(53mm to 22.4mm) with crusher dust
6Providing and apppying primer coat with bitumen Emulsion (SS) using emulsion pressure distributer at the rate of 0.20kg per sqm on the prepared bituminous/granular surface etc complete
7Providing 37.5mm thick Built up spray grouting after scrapping, cleaning the road surface applying tack coat using 3.00kg of bitumen for 10sqm and laying of one layer of 37.5mm thick by using 0.45cum of 25mm to 40mm grade bitumin for 10 sqm in each layer with 0.12 cum of 12mm size B.H.G. C.B chips as key stone for 10 sqm.spreading over and laying induding heating pouring, spreading bitumirl metal and chips and compacting with P.R.R including cost ,conveyance royalty taxes of all required metterials,hire and running chsrges of mechinaries T&P etc complete as per direction of the Engineer-in-charge
8Finishing walls with water proofing Cement Paints ( two coats ) overwall surfaceincluding cost of paints etc. complete.
9200 m stone
10Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixedposition including finishing as per drawing and Technical specification Clauseof MORD.
11Guard stone
12Providing and fixing of Retro reflective cautionary, mandatory and informatory sign board as per IRC:67 made ofhigh intensity grade sheetingas per clause no 801.30 fixed over aluminium sheeting 1.5mm thick Supported on a mild steel angle iron post 75x
131200x800 mm
14600 MM Circular
15600 MM Triangular
16600x600 mm
17Providing Cement Concrete (1:2:4) with 12mm stone aggregate in foundations upto a depth of 1.5m below ground level and upto a height of 1.5m above ground level / bed level including cost and conveyance of all materials to site, and all labour charges complete as per direction of E.I.C.
18Providing & laying good laterite moorum for filling road flanks including cost and conveyance of all materials to site, and all labour charges complete as per direction of E.I.C.
19Providing dummy groove joint in CC pavement etc complete as per direction of EIC.
20Earth work in excavation of foundation in hard soil with all leads and lift including rough dressing breaking clods and leveling bed and depositing the excavated materials away from the working area etc. complete as directed E.I.C.
21Filling in foundation and plinth with sandwatered and rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete
22Cement concrete of proportion (1:3:6) in foundation using 4cm sizeblack broken granite stone aggregates of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm(6") thick to the require
23Providing Rainforced Cement Concrete of (1:2.5:5) with 20mm to 40mm size stone aggregate in foundations upto a depth of 1.5m below ground level and upto a height of 1.5m above ground level / bed level including cost and conveyance of all materials to site
24Providing weep holes in Brick masonary / Plain / Reinforced concrete abutment, wing wall / returning wall with 100mm dia AC pipe, extending through the full width of the structure with slope of IV : 20H towards drawing foce, complete as per the direction of the E.I.C.
25Providing 600 mm thick filter media in rear of abutments
26Part-II (Routine maintenance)
27B.T. Works
281st year
292nd year
303rd year
314th year
325th year
33C.C. Works
341st year
352nd year
363rd year
374th year
385th year
39Part-III (Periodic Renewal)
40Providing and apppying tack coat with bitumen Emulsion using emulsion pressure distributer at the rate of 0.30kg per sqm on the prepared bituminous/granular surface etc complete
41Providing and laying semi dense bituminous concrete with batch 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 with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
42Part-IV- Emergency Work
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