Construction of HL Bridge over Local Nallah at Ch 15/680 km on Balliguda to Budaguda via Rutungia road in the District of Kandhamal for the year 2025_26

Bridge Proper Earth work in excavation in 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. Bridge Proper

Earth work in excavation for road works in ordinary rock 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

Fixing 25 mm. dia anchor bars in foundation rock including drilling 35 mm. dia holes, fixing wedged anchor and grouting with cement mortar 1:4 complete as per the direction of Engineer-in-charge excluding cost of M.S. rods for dams, barrages and power house structures including pull testing of 30% of anchors Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per all relevant sections/ clauses of Specification for road & bridge work of MoRT &H (5th Revision) & direction of Engineer in charge

P.C.C.M-15 Grade in Foundation using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & 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.

Reinforced cement concrete M-30 grade compacted by vibration including curing for 14 days as per Section 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. Foundation

Sub Structure (Abutment & Pier Shaft)

Sub Structure (Return wall & wing wall)

Sub Structure (Abutment & Pier Cap)

Sub Structure (Dirt wall)

Super Structure (Girder)

Super Structure (Approach Slab)

Providing reinforced cement concrete M40 Grade Concrete at 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 MOST Including 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 of MORT&H Specification for road & bridge works (5th or latest Revision) & as per direction of Engineer in charge. Super Structure (Bearing pedestal)

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.

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 binding as 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.

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.

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.

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 @ 5 per cent of 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.

Providing. fitting and fixing Strip Seal Expansion joint as per approved drawing and technical specification as per section 2600 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.

Providing reinforced cement concrete crash barrier of M40 Grade Concrete at 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 MOST Including 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 of MORT&H Specification for road & bridge works (5th or latest Revision) & as per direction of Engineer in charge.

Supplying & fixing Stainless Steel pipe & supporting plate over crash barrier using 50mm NB MS medium pipe with 8mm thick MS plate vertical and 122mm thick base plate @ 1500mm c/c in position as per approved drawing and technical specifications Clause 808 of MoRT&H Specifications for Road & Bridge works (5th Revision).

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.

Plain cement concrete M-20 in sub structure of CD Work in Bridge Proper with crushed stone aggregates 20mm size and mixed , placed in foundation and compacted as 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.

Painting two coats with enamel paint over a coat of primer in road kerb and post of approved shade 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.

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 of Spectification for Road & Bridge works (5th Revision) and including 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.

Rough stone dry packing in aprons revetments stone pitching 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.

Grounting approns and revetments 23cm deep with cement concrete (1:4:8) as per approved drawing and specifications for finished item of work complete 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.

Construction of embankment with approved materials obtained from borrow pits with all leads and lifts transporting to site spreading, grading slope and compacting to meet required etc complete as per Clause No 305, 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.

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 of MoRT&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.

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 specification as 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.

Back filling with sandy material behind abutment, wing wall and return wall etc 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.

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 per direction of the Engineer- in- charge.

Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density for embankment construction & Clause 305, section-900 of MoRT&H Specifications for Road & Bridge works (5th Revision)

Earth work in excavation in 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.

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.

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 of 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 in all respect and as per direction of the Engineer- in- charge.

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..

Construction of Granular sub-base by providing Grading-VI 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.

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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density and technical specification as 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.

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.

Providing & applying tack coat with rapid setting (RS-1) Bitumen Emulsion on 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.

Providing and laying 50mm thick compacted Bituminous Macadam using 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 per section 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.

Providing and laying 25mm thick compacted Semi Dense Bitminous Concrete using 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 per section 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.

ROAD SAFETY MEASURES 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. Cautionery sign board (i)90cm size Equilateral Tringle (Mandatory)

(ii) 60 cm circular

(iii) 90 cm high Octagon

(iv) 80 cm x 60 cm rectangular

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 beads The 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.

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 position and as per direction of the Engineer- in- charge.

Supplying and fixing 15cm dia and 1.00M Long Guard post of Cement concrete (1:2:4) with hard granite chips including cost of all reinforcement & labour for fixing 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 position and as per direction of the Engineer- in- charge.

Retaining Wall Earth work in excavation in 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.

Sand filling in Road work & foundation of structure as per approved Drawing & Technical Specifications and as per Section - 2100 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.

Plain cement concrete M-15 as levelling Coarse excluding centering and shuttering with crushed stone aggregates 20mm size and mixed , placed in foundation and compacted as 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.

Reinforced cement concrete M-30 grade compacted by vibration including curing for 14 days as per Section 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. Retaining Wall (Foundation)

Retaining Wall (stem)

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 of MoRT&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.

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 binding as 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.

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 specification as 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.

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