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| 1 | General Items |
| 2 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure By Mechanical Means and stacking the serviceable material with all lifts and lead of 1000 metres) By Mechanical Means. |
| 3 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) |
| 4 | Marking out centre line of the bridge and various other component structure and complete lining out and levelling with theodolites, levels including pillers for lines and levels and establishing necessary bench marks etc. complete as directed. |
| 5 | Providing flood gauge marks on foundation/substructure as per design including painting as per specifications and as may be directed etc. complete. |
| 6 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of Nost less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 7 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (Sany material) |
| 8 | Embankment Construction with Material Obtained from Borrow Pits (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) |
| 9 | FOUNDATION |
| 10 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, back filling with approves materials.(a) Ordinary Soil |
| 11 | (1) Qty. for 0.0 mt. to 3.0 mt. ht. |
| 12 | (2) Qty. for 3.0 mt. to 6 mt. ht. |
| 13 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.P.C.C M15 |
| 14 | (a) Below Abutment |
| 15 | (b) Below Pier |
| 16 | (c) Below Retaining wall |
| 17 | (d) Below Toe Wall |
| 18 | (e) Below Appraoch slab |
| 19 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.R.C.C M35 Using concrete mixer. |
| 20 | (a) For Abutment footing |
| 21 | (b) For Pier footing |
| 22 | (c) For Retaining wall-footing |
| 23 | Supplying, fitting and placing Anti-corrosive Epoxy coated fusion bonded TMT Fe-550D bar reinforcement in foundation complete as per drawing and technical specifications |
| 24 | (a) For Abutment footing |
| 25 | (b) For Pier footing |
| 26 | (c) For Retaining wall |
| 27 | Plain/Reinforced cement concrete in sub-structure R.C.C M 35 complete as per drawing and technical specifications |
| 28 | (a) At abutment + Riding return wall |
| 29 | (b) For pier |
| 30 | (c) For Retaining wall-stem |
| 31 | Supplying, fitting and placing Anti-corrosive Epoxy coated fusion bonded TMT Fe-550D bar reinforcement in substructure complete as per drawing and technical specifications |
| 32 | (a) For Abutment |
| 33 | (b) For Pier |
| 34 | (c) For Retaining wall |
| 35 | SUBSTRUCTURE |
| 36 | Plain/Reinforced cement concrete in sub-structure R.C.C M 35 complete as per drawing and technical specifications |
| 37 | (a) At abutment cap + dirt wall |
| 38 | (b) At pier cap |
| 39 | (c) Pedestal |
| 40 | (d) Longitudinal seismic arrestor |
| 41 | (e) Transverse seismic arrestor |
| 42 | Supplying, fitting and placing Anti-corrosive Epoxy coated fusion bonded TMT Fe-500D bar reinforcement in substructure complete as per drawing and technical specifications |
| 43 | (a) At abutment cap + dirt wall |
| 44 | (b) At pier cap |
| 45 | (c) Pedestal |
| 46 | (d) Longitudinal seismic arrestor |
| 47 | (e) Transverse seismic arrestor |
| 48 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. |
| 49 | (a) At abutment |
| 50 | (b) At pier |
| 51 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications At abutment , retaining wall & return wall |
| 52 | SUPERSTRUCTURE |
| 53 | Furnishing and Placing Reinforced/Prestressed cement concrete R.C.C M35 in super-structure as per drawing and Technical Specification |
| 54 | (a) Deck slab |
| 55 | (a) Diaphragm |
| 56 | (c) Girder |
| 57 | Supplying, fitting and placing Anti-corrosive Epoxy coated fusion bonded TMT Fe-550D bar reinforcement in super-structure complete as per drawing and technical specifications |
| 58 | (a) Deck slab |
| 59 | (a) Diaphragm |
| 60 | (c) Girder |
| 61 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) |
| 62 | FIXED ITEMS |
| 63 | Bituminous Concrete (Providing and laying 40 mm thick bituminous concrete with 100-120 TPH capacity batch type HMP using crushed aggregates of specified grading premixed with bituminous binder VG-40 grade @ 5.40 per cent (Min.) by weight of total mix as per clause 507 of MoRT&H Specification, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction including applying tack coat by spray net @ 2 kg. per 10 Smt using emulsion bitumen complete. BC (40mm) |
| 64 | Mastic Asphalt (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 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516.) |
| 65 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification (RCC crash Barrier) RCC M40 |
| 66 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 67 | Supplying, fitting and placing Anti-corrosive Epoxy coated fusion bonded TMT Fe-550D bar reinforcement in sub-structure complete as per drawing and technical specification. |
| 68 | Crash barrier |
| 69 | Appraoch slab |
| 70 | Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) |
| 71 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 72 | Footpaths and Separators (Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with precast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel..) |
| 73 | Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) |
| 74 | Drainage Spouts complete as per drawing and Technical specification |
| 75 | APPROACH |
| 76 | Bituminous Concrete (Providing and laying 30 mm thick bituminous concrete with 100-120 TPH capacity batch type HMP using crushed aggregates of specified grading premixed with bituminous binder VG-40 grade @ 5.40 per cent (Min.) by weight of total mix as per clause 507 of MoRT&H Specification, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction including applying tack coat by spray net @ 2 kg. per 10 Smt using emulsion bitumen complete. (R.A.) |
| 77 | Dense Bituminous Macadam (Providing and laying 90 mm thick dense bituminous macadam with 100-120 TPH capacity batch type HMP using crushed aggregates of specified grading premixed with bituminous binder VG-40 grade @ 4.50 per cent (Min.) by weight of total mix as per clause 505 of MoRT&H Specification, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction complete.(Grading-II) (R.A.) |
| 78 | 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. [ R.A.] |
| 79 | Construction of Granular sub-base (mix in place method) By providing coarse graded black trap material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with motivator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading-I Material [R. A.] |
| 80 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (ch.5, It. No.5.1) |
| 81 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) |
| 82 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.P.C.C M20 using concrete mixer for toe wall/curtain wall. |
| 83 | Retro- reflectorized Traffic signs (Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)-Hi intensity Grade |
| 84 | Retro- reflectorised Traffic signs (Providing and fixing of retro-reflectorized cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)-Hi intensity Grade |
| 85 | Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorized panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.) |
| 86 | Providing and erecting a modified THRIE metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m center to centre, 2 m high, 1.15 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, 546 mm long complete as per clause 810 [8.23-B) |
| 87 | Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) |
| 88 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 89 | Diversion |
| 90 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, back filling with approves materials.(a) Ordinary Soil (1) Qty. for 0.0 mt. to 3.0 mt. ht. |
| 91 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.P.C.C M15 P.C.C below pipes |
| 92 | Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) |
| 93 | Embankment Construction with Material Obtained from Borrow Pits (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) |
| 94 | Construction of Granular sub-base (mix in place method) By providing coarse graded black trap material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with motivator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading-I Material [R. A.] |
| 95 | 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. [ R.A.] |
| 96 | Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. ) - Type A |
| 97 | Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 180x60 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acidetching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.1 mtr long stand post (2 Nos.) of Iron Angle 50 x 50 x 5mm / 50NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting Please Enable Macros to View BoQ information |
