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| 1 | Bridge ProperEarth 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 | Fixing of anchoring bars 25mm dia on foundation of piers and abutments after drilling holes grouting with cement or cement mortar excluding cost of steel as per approved Drawing & Technical Specifications and as per Section 1200 &1600 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 3 | 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. |
| 4 | Sub Structure (Abutment & Pier Shaft& pier cap) |
| 5 | Sub Structure (Return wall) |
| 6 | Sub Structure (Dirt wall) |
| 7 | Super Structure (Girder with Deck Slab) |
| 8 | Super Structure (Approach Slab) |
| 9 | Reinforced cement concrete M-40 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. |
| 10 | 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. |
| 11 | 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. |
| 12 | 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. |
| 13 | 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. |
| 14 | 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. |
| 15 | 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. |
| 16 | Supplying, Fitting, Fixing and Placing in position Strip Seal Expansion Joints including cost, conveyance of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause-2606 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge. |
| 17 | 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. |
| 18 | Plain cement concrete M-20 in CD work of 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. |
| 19 | 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. |
| 20 | 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. |
| 21 | 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. |
| 22 | 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. |
| 23 | 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. |
| 24 | Approach RoadClearing 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. |
| 25 | 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. |
| 26 | Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing 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. |
| 27 | 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. |
| 28 | 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. |
| 29 | Providing and laying 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. |
| 30 | Providing and laying 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. |
| 31 | 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.. |
| 32 | 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. |
| 33 | 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. |
| 34 | Plain cement concrete M-15 in CD work 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. |
| 35 | Sub Structure in Toe Wall |
| 36 | Back filling behind abutment wing walls & return wall using sand and Boulder including cost, conveyance, royality of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause -710.1.4 of IRC 78 & Section 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 37 | 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) and as per direction of the Engineer-in-charge. |
| 38 | ROAD SAFETY MEASURESRoad 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. |
| 39 | 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. |
| 40 | 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. |
| 41 | (iii) 60cm Circular |
| 42 | (iv) 80 cmx 60cm Rectangular |
| 43 | (vi) 90cm Octagon |
| 44 | 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. |
| 45 | Painting two coats with enamel paint 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. Please Enable Macros to View BoQ information |
