Tender For Periodical Renewal Work Of 5 Years Completed Pmgsy (Post Dlp) Roads Such As (A) T-4 Haraspada Malisahi, (B) N.J Sadak To Kalighadi Under Package No. Pm/Puri/57/2025-26 For The Year 2025-26 In The District Of Puri.
Tender Overview
Project Description
Tender for Periodical Renewal Work Of 5 Years Completed Pmgsy (Post Dlp) Roads Such As (A) T-4 Haraspada Malisahi, (B) N.J Sadak To Kalighadi Under Package No. Pm/Puri/57/2025-26 For The Year 2025-26 In The District Of Puri.
BOQ
| Sl. No. | Item Description |
| 1 | Cleaning and grubbing road land including uprooting rank vegetation grass bushes shrub, supplying & trees of girth upto 300mm removal of stumps of cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of a 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness etc. complete as per direction of Engineer-in-charge.Road-A |
| 2 | Road-B |
| 3 | Cleaning the existing black topped surface with removal of binding materials & other foreign materials with wire brushes & small brooms or soft brushes and finally dusting with old gunny bags and /or compressed air to receive bituminous treatment etc complete as per specification and direction of the Engineer-in-Chrage.Road-A |
| 4 | Road-B |
| 5 | Labour for scraping cleaning the road surface applying tack coat using 3.0kg of bitumen for 10 sqm and laying 37.5mm thick built up spray grouting in one layer using 0.45cum of 25mm to 40mm size hard granite metal & 12.00kg penetration grade of bitumen for 10 sqm in each layer with 0.12cum of 12mm size hard granite chips as key stone for 10 sqm spreading over & laying including heating pouring & spreading over & spreading bitumen metal & chips & rolling with PRR including hire & running charges of PRR, tar boiler & all other T&P articles but excluding cost & conveyance of bitumen, metal & chips etc. complete as per the specification and direction of the Engineer-in-Charge.Road-A |
| 6 | Road-B |
| 7 | Providing and applying tack coat using bitumen @0.2 / 0.30/.4kg per sqm on the prepared bitumenous surface/granular base treated with primer/ granular base (not primed) cleaned surface including cost of all materials, labour , T&P etc. complete as per the specification and direction of the Engineer-in-Charge.Road-A |
| 8 | Road-B |
| 9 | Providing 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 per clause 502 of MoSRT&H specification for road and bridge works (4th Revision). Road-A |
| 10 | Road-B |
| 11 | 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 subbase/ base course on well 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) and as per direction of Engineer in Charge.Road-A |
| 12 | Road-B |
| 13 | 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, 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)Road-A |
| 14 | Road-B |
| 15 | 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 5kms, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 as per Technical Specification Clause 305 of MORD specification for Roads & Bridge works (4th Revision) and as per the direction of the Engineer-in-Charge.Road-A |
| 16 | Providing the road surface in the both sides of berm manually with approved quality of moorum including all labour charges for spreading, laying, levelling for the work including cost, conveyance, royality and taxes of all materials, finished item of works as per the specification and direction of the Engineer-in-Charge.Road-A |
| 17 | Road-B |
| 18 | Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703 of MORD.Ordinary Kilometer stone. (Road-A) |
| 19 | 200 metre stone (Precast). (Road-A) |
| 20 | Ordinary Kilometer stone. (Road-B) |
| 21 | 201 metre stone (Precast). (Road-B) |
| 22 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 of MoRD and as per direction of the Engineer-in-Charge.Road-A |
| 23 | Road-B |
| 24 | Providing Cement concrete of proportion (1:4:8) in foundation and floors using 4cm (1 ½\\") size clean hard black broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm (6\\") thick to the required level ramming watering and curring etc. complete including cost ,conveyance, royality, taxes of all materials and labour with T&P required for the work etc. complete including dewatering if required as per specification and direction of the Engineer-in-Charge.Road-B |
| 25 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, as per clause 1501and direction of Engineer in Charge.Road-B Please Enable Macros to View BoQ information |
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