Tender For Post Dlp Maintenance Of Pmgsy Road-(A) Pwd Road To Dhatika Road (Package No Or-17-Adb-17), (B)-Nh 215 To Jamunalia Road (Package No Or-17-Adb-13), (C)-Panaposi To Jodakendusahi Road (Package No Or-17-475) For The Year 2024-25 In The Distri
Tender Overview
Project Description
Tender for Post Dlp Maintenance Of Pmgsy Road-(A) Pwd Road To Dhatika Road (Package No Or-17-Adb-17), (B)-Nh 215 To Jamunalia Road (Package No Or-17-Adb-13), (C)-Panaposi To Jodakendusahi Road (Package No Or-17-475) For The Year 2024-25 In The District Of Kendujhar Under Package No. Pm-Kjr-12.
BOQ
| Sl. No. | Item Description |
| 1 | Part-I (INITIAL REHABILITATION) |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per direction of Engineer in charge. |
| 3 | Road - A |
| 4 | Road - B |
| 5 | Road - C |
| 6 | 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 |
| 7 | Road - A |
| 8 | Road - B |
| 9 | Road - C |
| 10 | Providing and applying painting over the plastered surfaces with 2 coats of cement paint of approved quality and shade, using the required quanity as specified by the manufacturer to give an even shade including cost of all materials, labour, conveyance, taxes, cess, royalities, scaffolding, watering, curing, sundries, tools and plants etc. complete as per the direction of the Engineer-in-Charge. |
| 11 | Road - A |
| 12 | Road - B |
| 13 | Road - C |
| 14 | 200 mm stone |
| 15 | Road - A |
| 16 | Road - B |
| 17 | Road - C |
| 18 | Providing and fixing of 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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 7 as per the direction of the Engineer-in-charge. |
| 19 | (a) 600 mm equilateral Triangle |
| 20 | Road - A |
| 21 | Road - B |
| 22 | Road - C |
| 23 | (b) 600 mm dia Circular |
| 24 | Road - A |
| 25 | Road - B |
| 26 | Road - C |
| 27 | 80 mm x 60 mm rectangular |
| 28 | Road - A |
| 29 | Road - B |
| 30 | Road - C |
| 31 | 1200 x 900 information board |
| 32 | Road - A |
| 33 | Road - C |
| 34 | Construction of embankment with approved materials obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 kms, spreading and grading to required slope and compacting meet requirement of table 300-2 & clause 305 of MoSRT&H specifications 94th revision) |
| 35 | Road - A |
| 36 | Road - B |
| 37 | Road - C |
| 38 | Providing supplying and spreading moorum on road surface to required thickness including cost carriage and royalty of moorum etc complete.as per specification and direction of Engineer -in –charge |
| 39 | Road - A |
| 40 | Road - B |
| 41 | Road - C |
| 42 | Providing 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. |
| 43 | Road - A |
| 44 | Labour for M.S. reinforcement for RCC work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge. including cost, conveyance, royalty and other taxes of all materials, labour, sudries, T&P, all taxes, royalites, loading and unloading etc complete as per the direction of Engineer-in-Charge as per the approved specification. |
| 45 | Road - A |
| 46 | Cement concrete (1:3:6) using 40mm size B.H.G C.B chips lauingin layers not exceeding 150mm ramming in rammer,watering and curing etc. complete as per the direction of Engineer-in-Charge as per the approved specification. |
| 47 | Road - C |
| 48 | Providing 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. |
| 49 | Road - A |
| 50 | Earth 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. |
| 51 | Road - C |
| 52 | Providing filling foundation and plinth with sand well watered and rammed with rammer including cost of al materials and labour T&P etc complete as per the direction of Engineer-in-Charge as per the approved specification. |
| 53 | Road - C |
| 54 | Part-III (RENEWAL COAT) |
| 55 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per the direction of the Engineer-in-charge |
| 56 | Road - A |
| 57 | Road - B |
| 58 | Road - C |
| 59 | Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 and as per the direction of the Engineer-in-charge. |
| 60 | Road - B |
| 61 | Providing 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, transported to site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled,vibratory roller and tandem rollers to achieve the desired compaction as per Clause-508 of MoSRT&H Specification for Road & Bridge works(4th Revision) as per specification and direction of Engineer -in –charge. |
| 62 | Road - A |
| 63 | Road - B |
| 64 | Road - C |
| 65 | Part-IV (Emergency Work) |
| 66 | Road - A |
| 67 | Road - B |
| 68 | Road - C |
| 69 | Part-II (Routine Maintenance) |
| 70 | B T Road |
| 71 | Road - A |
| 72 | 1st year |
| 73 | 2nd year |
| 74 | 3rd year |
| 75 | 4th year |
| 76 | 5th year |
| 77 | Road - B |
| 78 | 1st year |
| 79 | 2nd year |
| 80 | 3rd year |
| 81 | 4th year |
| 82 | 5th year |
| 83 | Road - C |
| 84 | 1st year |
| 85 | 2nd year |
| 86 | 3rd year |
| 87 | 4th year |
| 88 | 5th year |
| 89 | CC Road |
| 90 | Road - B |
| 91 | 1st year |
| 92 | 2nd year |
| 93 | 3rd year |
| 94 | 4th year |
| 95 | 5th year |
| 96 | Road - C |
| 97 | 1st year |
| 98 | 2nd year |
| 99 | 3rd year |
| 100 | 4th year |
| 101 | 5th year Please Enable Macros to View BoQ information |
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