Civil Engineering Department has published Improvement Such As Widening And Strengthening Of Road From Raj Hotel Chowk On Nh-55 To Khamar School Square On Sh-64 Via Gateway Junction, Idco Complex, College Chowk, Jamubandha Chowk For A Length Of 4.930 Km In The Dist. Of Angul Under State Plan . Submission Date for this Tender is 14-02-2022. Road Repair Tenders in angul Odisha. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 2 | Scarifying and removing the existing bituminous road surface to the required depth asperapproveddrawingandtechnical specifications and disposal of scarified materials within all lifts and lead upto 1000mtr. complete in all respect as per Section 900, Clause 305.4.3, 305.8, 305.9.5, 501.8.3.2, 501.8.7.2 and 501.8.8.1 of MoRT&H Specificationsfor Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 3 | Reworking the scarified bituminous surface suitably after supplementing the base materials with sand and compacting finished surface as per approved drawing and technical specifications as per Section 900, Clause 501.8.3.2 and 501.8.8.1 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 4 | Dismantling ofPrestressed/Reinforced cement concrete of grade M-20 and aboveincluding T&P and scaffolding wherever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 ofMoRT&H specifications for Road and Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 5 | Dismantling ofcement concrete of M-15 and M-20 including T&P and scaffolding wherever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 ofMoRT&H specifications for Road and Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 6 | Removing all types of hume pipe including earthwork and dismantling of masonry works including T&P and scaffolding whenever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 ofspecifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 7 | Earthwork in excavation for road way in all kinds of soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, setting out, dressing of section to correct line, level, grade and camber transporting to embankment site within all lifts and lead upto 1000mtr., utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect asperapproveddrawingandtechnical specificationsasperSection900andClause301of MoRT&HSpecificationsforRoad&Bridgeworks(5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 8 | Earthwork in excavation of foundation of structures in all kinds of soil including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, dewatering from foundation if required complete in all respect as per approved drawing and technical specificationsasperSection900andClause 304 & 301of MoRT&HSpecificationsforRoad&Bridgeworks(5th Revision)& including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 9 | Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-grade as per approved drawing and technical specifications complete in all respectas per Section 900 and Clause 305, 305.3.4 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 10 | Construction of embankment with approved materials deposited at site from road-way cutting and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect asperSection900andClause305of MoRT&H Specification for Road &Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 11 | Construction of embankment with approved materials obtained from borrow pits by mechanical means graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision)& including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 12 | Providing and laying Granular Sub-base with Grading-VI stonescreeningmaterials as per Table 400-1as perapproved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 13 | ProvidingWetMixMacadamusingcrushedstone aggregates as per approved drawing and technical specifications complete in all respect asperSection900andClause406of MoRT&HSpecificationsforRoad&Bridgeworks(5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 14 | Providing and applying primer coat with medium setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer @ 0.60 Kg/ Sqm using mechanical means as per approved drawing and technical specifications complete in all respectas per Section900,Clause501.5.2&502ofMoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 15 | Providing and applying tack coat with medium setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion @ 0.20 Kg/ Sqm using mechanical means as per approved drawing and technical specifications complete in all respect as per Section900,Clause501.5.2&503ofMoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 16 | Providing & layingcompacted Bituminous Macadam(Grading-II ) using 60/70 grade BitumenwithHot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 %by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900ofspecifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc completein all respect and as per direction of the Engineer-in-charge. |
| 17 | Providing and laying compacted Semi Dense BituminousConcrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) penetration grade of bitumen, transporting the hot mixto work site, laying with a hydrostatic paver finisher with sensor control to the required grade, leveland alignment, rolling with smooth wheeled, vibtratory and tandem rollers to achieve the desired compactionas per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&HSpecificationsforRoad&Bridgeworks(4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 18 | Providing & fixing RCC M-15 grade 5th Km. stone, Ordinary Km. stone and Hectometre stone along with reinforcement for finished item of work as per drawing as per IRC -25 / 1967 & IRC-8-1980fixedinpositionincludingfinishingandlettering, painting as per approved drawing and technical specification complete in all respect as per Clause No. 805 & Section 800, 900, 1000, 1500, 1600, 1700 of MoRT&H specification for road & bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 19 | Hectometer Stone |
| 20 | Ordinary Kilometre stone |
| 21 | 5th Kilometre stone |
| 22 | Providing & fixing RCCboundry pillar M-15 grade includingreinforcement complete as per drawing as per IRC -25 / 1967 & IRC-8-1980 fixed in position including finishing and lettering as per Section 1500, 1600, 1700, 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc completein all respect and as per direction of the Engineer-in-charge. |
| 23 | Providing and fixing R.C.C. M-15 grade guard posts of 1.00metre height and 15 cm diameter including cost of steel reinforcementfor finished item of work as per approved drawing and technical specifications complete in all respectas per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision)& including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 24 | Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , 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 etc.for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 25 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of MoRT&H specification for road & bridge works (5th Revision) fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level for finished item of work as per approved drawingand technical specifications complete in all respect & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 26 | Cautionary sign 900mm side triangular |
| 27 | Mandatory sign 600mm dia Circular |
| 28 | Facility information sign 800 x 600 mm rectangular |
| 29 | Route Marker Sign (450x600mm) |
| 30 | 900mm high Octagonal |
| 31 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 Sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing& including cost of all materials, labour, T&P, taxes, royalty etc completein all respect and as per direction of the Engineer-in-charge. |
| 32 | Directional/Place Identification signs (1200x700 mm) |
| 33 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over aluminium sheeting, 2mm thick with areaexceeding 0.9 Sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing& including cost of all materials, labour, T&P, taxes, royalty etc completein all respect and as per direction of the Engineer-in-charge. |
| 34 | Directional/Place Identification signs (1800x1200 mm) |
| 35 | Construction of cement concrete kerb with channel with top and bottom width 115 and 165mm respectibily, 250mm high in M-20 Grade PCC on M-10 grade foundation 150mm thick, kerb channel 300mm wide, 50mm thick in PCC M-20 grade, sloped towards kerb, kerb stone with channel laid with kerb lying machine, foundation concrete laid manually as per Clause 408 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision)& including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 36 | Supplying, cutting, bending, binding, straightening, placing HYSD bars confirming to grade IS:1786-(Fe-500) for steel reinforcementworksforfinisheditemofworkasper approved drawing and technical specifications complete in all respectas per section 900,1000 & 1600 of MoRT&H specifications for Road & Bridge works (5th Revision)including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 37 | Fabrication, assembly, erection, launching of bridge deck of open web through steel girders complete with contractor’s own structure steel conforming to IS2062-1999, Grade-A steel for rolled sections and Grade-B for plates (including surface preparation and cleaning). The fabrication cost includes all the types of battens, lacings, ties, stiffeners, packing, diaphragm, H.D. bolts, steel drifts, shop welds, shop rivets, templates, jigs, fixtures, back up supports, accessories etc. and marking each member for site identification and transporting various components from fabrication yard(if workshop is not at the site) to bridge site in packages, bundles and other means with due care and safe guards as described in the specifications, including loading, unloading, sorting, member wise systematic matching etc. complete with contractor’s own labour material, tool and plants including all lead, lift and taxes complete and the erection cost includes contractors own cranes of sufficient capacity and boom length, for launching of steel girders and as per direction of Engineer-in-Charge. |
| 38 | Providing, filling clean sand of approved quality in road work for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 39 | Providing and laying P.C.C M-15 grade in foundation bed and other structures as levelling course as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2900 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 40 | Providing and laying P.C.C M-15 grade in foundation as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2900 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 41 | In foundation |
| 42 | In Sub-structure |
| 43 | In Super-structure |
| 44 | Providing and laying P.C.C M-20 grade inbed concrete and other structures as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700 & 2200 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 45 | Providing and laying R.C.C M-20 grade inCD works including form work as per approved drawing and technical specificationscomplete in all respect as per section 900, 1000, 1500, 1700, 2100 & 2200 of MoRT&H specifications for Road & Bridge works (5th Revision) and & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 46 | In foundation |
| 47 | In retaining wall and RCC drain |
| 48 | In sub-structure |
| 49 | Providing and laying R.C.C M-20 grade indrain including form work as per approved drawing and technical specificationscomplete in all respect as per section 900, 1000, 1500, 1700, 2100 & 2200 of MoRT&H specifications for Road & Bridge works (5th Revision) and & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 50 | In wall |
| 51 | In slab |
| 52 | 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 (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 53 | Providing and laying of filter media/ metal spall backing in the rear side of toe wall,retaining wall,abutment, wing wall etc using hard broken granite stone aggregate to the required thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and retaining wall/ wing wall of CD works etc to the full height compacted to a firm condition complete as per approved drawing and technical specifications as per Section 900, 2000, 2500 (Clause 2504.2.2) of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 54 | Back filling behind the aburtment, wing wall and retaining wall using sand as per drawing and technical specification and as per Clause 710.1.4 of IRC 78 and Section 2200 of MoRT&H Specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge |
| 55 | Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specificationscomplete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 56 | 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 specificationscomplete in all respect asperSection900,1000and2500of MoRT&HSpecificationsforRoad&Bridgeworks(5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 57 | Providing, laying and fixing in position reinforced cement concrete 1000mm dia NP4 hume pipesfor culverts on first class bedding of granular materialsincluding pointing ends fixing collars with cement mortar 1:3 for finished item of work as per approved drawing and technical specifications complete in all respectas per Section 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 58 | 900mm dia |
| 59 | 1000mm dia |
| 60 | 1200mm dia |
| 61 | Providing and laying R.C.C M-25 grade in CD works as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2200 & 2300 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 62 | In foundation |
| 63 | In Sub-structure |
| 64 | In Super-structure |
| 65 | In Super-structure of RCC slab culvert |
| 66 | Providing and laying R.C.C M-30 grade in bridge super-structure as per approved drawing and technical specificationscomplete in all respect as per Section 900, 1000, 1500,1600, 1700 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 67 | In aburtment cap |
| 68 | In Dirt wall |
| 69 | Deck Slab & approach slab |
| 70 | In Kerb |
| 71 | Providing and fixing tar paperbearing in required position below deck slab over pier cap and abutment cap etc complete as per approved drawing and technical specifications as per Section 900,1000, 2000 & 2200 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 72 | Supplying, fitting and fixing in position true to line & level Elastomeric ( Neoprene) bearings including cost of material as per approved drawing and technical specifications as per Section 2005 of MORT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 73 | Providing, fitting and fixing 25mm thick compressible fibre board in expansion joint of slab and culvert for finished item of work complete as per drawing and technical specifications as per section 900, 2600 of MORT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 74 | Providing and laying compression seal expansion joint complete as per drawing and technical specification Section 2600 for Road & Bridge work of Ministry of Road Transport & Highways (4th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc completein all respect and as per direction of the Engineer-in-charge. |
| 75 | Providing and laying R.C.C M-30 grade in wearing coat including cost of steel reinforcement for finished item of work as per approved drawing and technical specificationscomplete in all respect as per Section 900, 1000, 1500,1600, 1700 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 76 | Providing & applying two coats of ready mix paint of approved branged on steel surface after through cleaning of surface to give an even shadeas per technical specifications complete in al lrespect as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 77 | Painting two coats with synthetic enamel paint of approved quality and shade over a coat of primer at any elevation on kerb, guard post and other structures etc for the finished item of work as per technical specifications complete in al lrespect as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 78 | Providing and fixing drainage spouts in deck slab with 100 mm diameter G.I pipe for finished item of work as per approved drawing and technical specifications complete in all respect as per section 2700 & Clause 2705 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 79 | Construction of R.C.C M-30 grade bridge railing cast in situ including cost of steel reinforcementfor finished item ofwork true to line and grade, tolerance of vertical R.C.C post not to exceed 1 in 500, centre to centre spacing between vertical postnottoexceed2000mm,leavingadequatespace betweenverticalpostsforexpansioncompleteasper approved drawingandtechnical specifications complete in all respect asper Section 900, 1000, 1500,1600,1700 & 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 80 | Construction of reinforced cement concrete crash barrier of M-40 grade with HYSD reinforcement confirming to IRC-21 and dowel bars 25mm dia, 450mm long at expnasion joints filled with premoulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure of MOST Circular No. RW-NH-33022-1-94-DO-III dtd.24 June 1994 as per dimension in the approved drawing and location as per Clause 811 of MoRT&H specifications for Road & Bridge works (5th Revision)and as per direction of Engineer-in-Charge. |
| 81 | Filling foundation and plinth with excavated earth ramming etc complete as per approved drawing and technical specifications as per Clause 304 and Section 900 of MORT&H Specifications for Road & Bridge works (5th Revision)complete in all respect & as per direction of the Engineer-in-Charge. |
| 82 | Providing, fitting & fixing of G.I. pipe railing for passing utility servicesduly approved as per Drawings& including cost of all materials, labour, T&P, royalty etc complete in all respectand as per direction of the Engineer-in-charge. |
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