Road And Building Department-RBD has published Tender For Construction Of Hl Bridge Over Sundhi Nallah On Raikia_Simanbadi Road (Odr) At Ch 18/141 Km In The District Of Kandhamal Under State Plan For The Year 2023_24. Submission Date for this Tender is 07-06-2024. Bridge Work Tenders in Kandhamal Odisha. Bidders can get complete Tender details and download the document.
| FileName | File Description | File Size |
| 00d729a0-85a0-4891-b2a9-1ddcc1967ddb.html | Tender Notice | 0 KB |
| BOQ_501007.xls | Tender Document | 0 KB |
| DTCNSundhi.pdf | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | Bridge Proper Earth work in Excavation in Ordinary Soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers as per drawing and techinical specification including setting out dressing of section to correct line level grade & camber and loading into tippers transporting to embankment site within all lifts and lead upto 1000 mtr and utilising the surplus earth locally for road work whenevre required, backfilling the excavation earth to the extent required complete Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per section 300 & all relevant sections/ clauses of Specification for road & bridge work of MoRT &H (5th Revision) & as per direction of Engineer in charge. |
| 2 | Supplying, Fitting, Fixing and Placing in position Steel Liner of 8mmthick for pile shaft as per approved Drawing & Technical Specifications and as per Section 1200 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, T&P etc complete as per direction of Engineer in charge |
| 3 | R.C.C. M-35 grade Bored cast-In-situ pile of 1.200m dia excluding reinforcement complete including removal of excavated earth with all leads & lifts up to 1000mtr. as per approved drawing & technical Specifications, as per Section 1100 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete as per direction of Engineer in charge. |
| 4 | Plain cement concrete M-15 as levelling Coarse excluding centering and shuttering with crushed stone aggregates 20mm size and mixed , placed in foundation and compactedas per section 900, 1500, 1700, 2100, 2900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 5 | R.C.C. M-35 grade inPile capfor abutment and pierwith formwork using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1100, 1200, 1500, 1700 & 2100 ofMoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 6 | Reinforced cement concrete M-30 grade compacted by vibration including curing for 14 days as perSection 900, 1500,1700,2100 & all relevant sections/ clauses of MORT&H specifcation and cost, conveyance of all materials, royalities with all labour, all T&P required for the work etc complete in all respect but excluding the cost and conveyance of M.S Rod or TOR steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending ,bindind and tying the grills and placing in proper position and as per specification and direction of the Engineer- in- charge. |
| 7 | Foundation Raft |
| 8 | Sub Structure (Abutment& Pier Shaft) |
| 9 | Sub Structure (Abutment& Pier Cap) |
| 10 | Sub Structure (Wing wall) |
| 11 | Sub Structure (Dirt wall) |
| 12 | Super Structure (Road Kerb) |
| 13 | Super Structure (Girder with Deck Slab) |
| 14 | Super Structure (Approach Slab) |
| 15 | Reinforced cement concrete M-40 grade compacted by vibration including curing for 14 days as perSection 900, 1500,1700,2100 & all relevant sections/ clauses of MORT&H specifcation and cost, conveyance of all materials, royalities with all labour, all T&P required for the work etc complete in all respect but excluding the cost and conveyance of M.S Rod or TOR steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending ,bindind and tying the grills and placing in proper position and as per specification and direction of the Engineer- in- charge. |
| 16 | Super Structure (Pedestal) |
| 17 | Providing Reinforced cement concrete crash barrierof M40 Grade Concreteat the edges of road, approaches to bridge structures and median with HYSD reinforcement conforming to IRC :21 and dowel bars 25mm dia , 450 mm long at expansion joints filled with pre-moulded asphalt filler board keyed to the structure and installed as per design given in the MOSTIncluding all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per approved drawing and technical specification as per section 900,1500,170, 2300, 2700 & all relevant sections/ clauses ofMORT&H Specification for road & bridge works(5th or latest Revision) & as per direction of Engineer in charge. |
| 18 | Supplying, fitting and placing uncoated HYSD bar reinforcement of primary steel producers such as SAIL/TATA/RINL/JINDAL STEEL/ SHYAM STEELetc.including cutting, bending and bindingas per drawing and technical specification as per section 1600, section 900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P etc complete in all respect and as per direction of the Engineer- in- charge. |
| 19 | Supplying,fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and section 2000 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications Including all cost i.e cost of all materials, all labour, all T&P etc complete in all respect and as per direction of the Engineer- in- charge. |
| 20 | Providing & Fixing 150mm dia PVC Pipe for utility services in the Footpath of Bridgeincluding cost, conveyance of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Section- 2300 & 2700 ofMoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer- in- charge. |
| 21 | Providing and fixing 25mm thick bituminous expansion joint board in expansion joint of CD & structure work etc complete as per drawing and technical specificationas per Clause No.2605as per Section 2605 ofMoRT&H Specifications for Road & Bridge works (5th Revision). including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per section 508,509 & all relevant sections/ clauses of Specification for road & bridge work of MoRT &H (5th Revision) & direction of Engineer in charge. |
| 22 | Providing weep holes in brick masonry / plain or RCC /abutment / wing wall , retaining wall/ toe wall with 100mm dia AC pipe extending through the full width of structure with slope of 1V : 20H towards draining face complete as per drawing and technical specificationas per Clause - 2706 of MoRT&H Specition for Road & Bridge works (5th Revision) &Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 23 | Providing laying of filter media with granular materials/ stone crushed aggregates of 45mm size or as satisfying the requirements laid down in section 900 and 2500 ofMoRT&H specification to a thickness not less than 600mm with small size towards the soil and bigger towards the wall and provided over the entire surface behind abutment wing walls return walls to the full height compacted to a firm condition complete as per drawing and technical specification &Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 24 | Rough stone dry masonry with sand grouted for the walls with hard granite stones including cost, conveyance, royality of all materials with cost of all labour etc completeas per approved Drawing & Technical Specifications and Section -1400 ofMoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer- in- charge. |
| 25 | Providing. fitting and fixing Compression Seal Expansion joint as per approved drawing and technical specification as per section2600 of MOSRT&H, Specification for Road and Bridge works (latest revision) Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 26 | Providing and fixing drainage spouts in deck slab with 1000 mm diameter G.I pipe completed for finished item of work as per approved drawing and techinical specifiations as per section 2700 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) &including all cost i.e cost of all materials, all labour, all T&P,etc complete in all respect and as per direction of the Engineer- in- charge. |
| 27 | Cement Painting two coatsof approved shadefor finished item of work including all cost, conveyance of all materials, with all labour, all T&P required for the work etc complete in all respect and as per direction of Engineer - in- charge. |
| 28 | Painting two coats with enamel paint of approved shadeincluding all cost, conveyance of all materials, with all labour, all T&P required for the work etc complete in all respect and as per direction of Engineer - in- charge. |
| 29 | Plain cement concrete M-20 in CD work of Bridge Proper with crushed stone aggregates 20mm size and mixed , placed in foundation and compactedas per section 900, 1500, 1700, 2100, 2900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th or latest Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 30 | Foundation |
| 31 | Sub Structure |
| 32 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per approved Drawing & Technical Specifications and as per Clause -305 ofMoRT&H Specifications for Road & Bridge works (5th Revision).including all cost i.e cost of all materials, all labour, all T&P,etc complete in all respect and as per direction of the Engineer- in- charge. |
| 33 | Gravel backing to approns & revetments and providing fliter material using gravel underneath pitching in slope as per approved drawings and techinical specification as per section 2500, 900 ofSpectification for Road & Bridge works (5th Revision) andincluding all cost, conveyance of all materials, royalities with all labour, all T&P required for the work etc complete in all respect and as per direction of Engineer - in- charge. |
| 34 | Rough stone dry packing in aprons revetments stonepitching in slopes and stone packing in boulder apron etc with hard granite stone of size 30 cm and above as per approved drawing and Section 2500, 900 of specifications for road and bridge works of Minister of Road Transfort & Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 35 | Grouting aprons and revetments of 23cm deep with cement concrete (1:4:8)using 2.5cm size hard crusher broken coarse aggregates as per approved Drawing & Technical Specifications for finished item of work including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete as per the direction of the Engineer-in-charge. |
| 36 | Providing & applying primer coat with slow setting(SS-1) Bitumenn Emulsion on prepared surface of granular base includingclearing road surface and spraying primer @ 0.60 Kg / Sqm using mechinical means as per clause 501, 502 and section 900 and all relevant sections/ clauses of the specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 37 | Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @5per centof mix and filler, 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 wheeled, vibratory and tandem rollers to achieve the desired compaction Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per section 508,509 & all relevant sections/ clauses of Specification for road & bridge work of MoRT &H (5th Revision) & direction of Engineer in charge. |
| 38 | Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 C, protruding 1 mm to 4 mm over mastic surface,)Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per section 515 & all relevant sections/ clauses of Specification for road & bridge work of MoRT &H (5th Revision) & direction of Engineer in charge. |
| 39 | Approach Road Clearing and grubbing road land including uprooting 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 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per section 200, clause 201 of the MoRT&H Specifications for Road & Bridge works (5th Revision) including all cost i.e cost of all materials, all labour, all T&P etc complete and as perdirection of the Engineer- in- charge. |
| 40 | Construction of Granular sub-base by providingGrading-IV material as per table 400-2, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 41 | Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specificationas per clause 406, section 900 and all relevant sections/ clauses of the MoRT&H Speification for road & Bridge works (5th Revision) & including all cost i.e cost of all matericals,all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 42 | Providing & applying primer coat with slow setting(SS-1) Bitumenn Emulsion on prepared surface of granular base includingclearing road surface and spraying primer @ 0.60 Kg / Sqm using mechinical means as per clause 501, 502 and section 900 and all relevant sections/ clauses of the specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 43 | Providing & applying tack coat with rapid setting (RS-1) Bitumen Emulsionon prepared surface including cleaning of road surface and spraying tack coat @ 0.20 K.g / Sqm using mechanical means as per Cluse No. 501, 503 and Section 900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 44 | Providing and laying compacted Bituminous Macadamusing VG-30 grade Bitumen and crusher broken hard granite aggregates of specified grading premixed with bitumenous binder @ 3.3 percent of mix and filler transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade and level and alignment rolling with smooth wheeld vibratory and tandom rollers to achieve the desired compaction as persection 500, 900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 45 | Providing and laying compacted Semi Dense Bitminous Concreteusing VG-30 grade Bitumen and crusher broken hard granite aggregates of specified grading premixed with bitumenous binder @ 5 percent of mix and filler transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade and level and alignment rolling with smooth wheeld vibratory and tandom rollers to achieve the desired compaction as persection 500, 900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 46 | Providing compacted granular materials in shoulder by using moorum having required P.I. value with sand admixture if required, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and as per Clause - 407 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete.. |
| 47 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 and as per clause -305 of MoRT&H Specification for Road & Bridge works (5th Revision) including all cost i.e cost of all materials, all labour, all T&P etc complete and as per direction of the Engineer - in - Charge. |
| 48 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per approved Drawing & Technical Specifications and as per Clause -305 ofMoRT&H Specifications for Road & Bridge works (5th Revision).including all cost i.e cost of all materials, all labour, all T&P,etc complete in all respect and as per direction of the Engineer- in- charge. |
| 49 | Protection Works Earth work in excavation for road works in ordinary Soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers as per drawing and techinical specification including setting out dressing of section to correct line level grade & camber and loading into tippers transporting to embankment site within all lifts and lead upto 1000 mtr and utilising the surplus earth locally for road work whenevre required, backfilling the excavation earth to the extent required complete Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per section 300 & all relevant sections/ clauses of Specification for road & bridge work of MoRT &H (5th Revision) & direction of Engineer in charge |
| 50 | Toe Wall |
| 51 | Retaining Wall |
| 52 | Plain cement concrete M-15 in CD workwith crushed stone aggregates 20mm size and mixed , placed in foundation and compactedas per section 900, 1500, 1700, 2100, 2900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th or latest Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 53 | Foundation Bed as Levelling Course in Toe Wall |
| 54 | Sub Structure in Toe Wall |
| 55 | Foundation Bed as Levelling Course in Retaining Wall |
| 56 | Reinforced cement concrete M-25 grade compacted by vibration including curing for 14 days as perSection 900, 1500,1700,2100 & all relevant sections/ clauses of MORT&H specifcation and cost, conveyance of all materials, royalities with all labour, all T&P required for the work etc complete in all respect but excluding the cost and conveyance of M.S Rod or TOR steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending ,bindind and tying the grills and placing in proper position and as per specification and direction of the Engineer- in- charge. |
| 57 | Foundation in Retaining Wall |
| 58 | Substructure in Retaining Wall |
| 59 | Supplying, fitting and placing uncoated HYSD bar reinforcement of primary steel producers such as SAIL/TATA/RINL/JINDAL STEEL/ SHYAM STEELetc.including cutting, bending and bindingas per drawing and technical specification as per section 1600, section 900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P etc complete in all respect and as per direction of the Engineer- in- charge. |
| 60 | Providing weep holes in brick masonry / plain or RCC /abutment / wing wall , retaining wall/ toe wall with 100mm dia AC pipe extending through the full width of structure with slope of 1V : 20H towards draining face complete as per drawing and technical specificationas per Clause - 2706 of MoRT&H Specition for Road & Bridge works (5th Revision) &Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 61 | Toe Wall |
| 62 | Retaining Wall |
| 63 | Providing Metal spall backing on back side of weep hole of reptaining wall/ toe wall using Hand Broken Granite metal of approved quality well graded to act as the filter mediaIncluding all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 64 | Toe Wall |
| 65 | Retaining Wall |
| 66 | Back Filling in F& P with excavated material including watering ramming etc complete as per section300,400,900, 2900 & all relevant clauses/ sections ofMORT&H SpecificationsIncluding all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 67 | Toe Wall |
| 68 | Retaining Wall |
| 69 | Gravel backing to approns & revetments and providing fliter material using gravel underneath pitching in slope as per approved drawings and techinical specification as per section 2500, 900 ofSpectification for Road & Bridge works (5th Revision) andincluding all cost, conveyance of all materials, royalities with all labour, all T&P required for the work etc complete in all respect and as per direction of Engineer - in- charge. |
| 70 | Rough stone dry packing in aprons revetments stonepitching in slopes and stone packing in boulder apron etc with hard granite stone of size 30 cm and above as per approved drawing and Section 2500, 900 of specifications for road and bridge works of Minister of Road Transfort & Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 71 | Grouting aprons and revetments of 23cm deep with cement concrete (1:4:8)using 2.5cm size hard crusher broken coarse aggregates as per approved Drawing & Technical Specifications for finished item of work including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete as per the direction of the Engineer-in-charge. |
| 72 | Fine dressing and turfing the slopes of the embankment with grass sods with initial lead of 50m and 1.5m initial lift as per clause 307, section 900and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 73 | ROAD SAFETY MEASURES Road marking with Hot applied thermoplastic compound with Reflectorising Glass beads on bituminous surface by providing and laying of 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 beadsThe finished surface to be level uniform and free from streaks and holes as per IRC: 35 and Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 74 | Supplying and fixing 15cm dia and 1.00 M. long guard posts of cement concrete (1:2.4) with hard granite chips including Labour for fixing 15 cm dia and 1 m long R.C.C. guard posts in position 45cm below ground level and including cost of all reinforcement cost of all materials, labour, transportation, taxes, duties, sundries, T&P etc. complete and as per direction of the Engineer- in- charge. |
| 75 | Providing retro-reflectorised cautionary, Mandatory and Informatory sign boards as per IRC. 67 made of high intensity grade sheeting vide clause no. 801.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75 x 75mm x 6mm size as per approved drawing as per clause no.801.08 of MoRT&H specification and Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 76 | (i)90cm size Equilateral Tringle |
| 77 | (ii)60cm size Equilateral Tringle |
| 78 | (iii) 60cm Circular |
| 79 | (iv) 80 cmx 60cm Rectangular |
| 80 | (v) 60 cmx 45cm Rectangular |
| 81 | (vi) 90cm Octagon |
| 82 | Providing, fixing of direction & place Identification Signs size upto 0.9sqm Board retro-reflectorised, cautionary, mandatory & informatory sign as per IRC-67 made of high intensity gr. aluminium sheeting 1.5mm thick supported on MS circular pipe 65 NB firmly fixed to the ground by means of PCC M25 grade foundation of 45cm x 45cm x 60cm, 60cm below ground level as per drawing and Clause 801 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer- in- charge. |
| 83 | Providing, fixing of direction & place Identification Signs size more than 0.9sqm Board retro-reflectorised, cautionary, mandatory & informatory sign as per IRC-67 made of high intensity gr. aluminium sheeting 1.5mm thick supported on MS circular pipe 65 NB firmly fixed to the ground by means of PCC M25 grade foundation of 45cm x 45cm x 60cm, 60cm below ground level as per drawing and Clause 801 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer- in- charge. |
| 84 | Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per section 800 clause 811.3 and all relevant sections, clause of the MORT&H specification(5th Revision) etc complete in all respect & Including all cost i.e cost of all materials, all labour, all T&P required for the purpose including fitting and fixing in positionand as per direction of the Engineer- in- charge. |
| 85 | Painting two coats with enamel paint of approved shadeincluding all cost, conveyance of all materials, with all labour, all T&P required for the work etc complete in all respect and as per direction of Engineer - in- charge. |
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