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| 1 | Excavation for Structures (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 bottam and back filling with approved material.) |
| 2 | upto 3.00 metre depth. |
| 3 | 3.00 metre to 6.0 meter depth. |
| 4 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) for base course under Abutment and Pier complete as per drawing & technical specifications. |
| 5 | Providing and laying P.C.C. M-15 Grade leveling course below approach slab complete as per drawing and Technical specification complete in all respects clause 800 and 1211. Using Batching Plant Transit Mixer & Concrete Pump |
| 6 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M-20 Using Batching Plant Transit Mixer & Concrete Pump |
| 7 | Brick Masonary work (1:3) in cement mortar in foundation and plinth complete excluding pointing and plastering as per drawing and technical specifications Clauses 702, 704, 1202 & 1204 |
| 8 | Plain/Reinforced Cement Concrete (R.C.C. M-30) in Open Foundation complete as per Drawing and Technical Specifications for Abutment/Pier/Wing wall Footing including Centring Shuttering but excluding steel reinforcement complete as per drawing and technical specifications. Using Batching Plant Transit Mixer & Concrete Pump |
| 9 | Plain/Reinforced Cement Concrete (R.C.C. M-30) for Substructure complete as per Drawing and Technical Specifications for Abutment/stem/Pier stem & Return wall including Centring Shuttering as per drawing and technical specifications. Using Batching Plant Transit Mixer & Concrete Pump |
| 10 | Height upto 5m |
| 11 | Height 5m to 10m |
| 12 | Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.) |
| 13 | 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 not 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. |
| 14 | Providing Weep holes @ 1000 c/c both in horizontal and vertical direction 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 |
| 15 | Supplying,Fitting & Placing uncoated HYSD bar Reinforcement complete as per Drawing and Technical Specifications.Clauses 1000, 1002, 1005, 1010 and 1202 Integrated Plant Marked |
| 16 | In Foundation Clauses 1000 & 1202 |
| 17 | In Substructure Clauses 1002, 1005, 1010 & 1202 |
| 18 | Furnishing and Placing M-30 Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. (MoRT&H 14.1 C (ii) With Batching Plant, Transit Mixer and Concrete Pump |
| 19 | Providing and laying Reinforced cement concrete (RCCM-30) approach slab including reinforcement and formwork complete as per drawing and Technical specification. Using Batching Plant Transit Mixer & Concrete Pump |
| 20 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 as per MORTH 5.5 (i) specification clause No. 509 complete in all respects VG30 |
| 21 | Providing and laying mastic asphalt wearing course with paving grade bitumen VG 30 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 0.005 cum 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 100OC, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515. (MoRT&H no. 5.11) |
| 22 | Providing and filling joint sealing- Compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight |
| 23 | Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture. |
| 24 | Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) |
| 25 | Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 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 and clause 2606 of MoRTH specifications for road & bridge works. |
| 26 | 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 sqm. |
| 27 | Supplying, Fitting & Placing uncoated HYSD bar Reinforcement in super structure complete as per Drawing and Technical Specifications. clauses 1000, 1002, 1005, 1010 & 1202. Integrated Plant Marked |
| 28 | Plain/Reinforced Cement Concrete (R.C.C. M-35) in Open Foundation complete as per Drawing and Technical Specifications for Abutment/Pier/Wing wall Footing including Centring Shuttering but excluding steel reinforcement complete as per drawing and technical specifications. Using Batching Plant Transit Mixer & Concrete Pump |
| 29 | Plain/Reinforced Cement Concrete (R.C.C. M-35) for Substructure complete as per Drawing and Technical Specifications for Abutment/stem/Pier stem & Return wall including Centring Shuttering as per drawing and technical specifications. Using Batching Plant Transit Mixer & Concrete Pump |
| 30 | \\"W\\" Type Metal Beam Crash Barrier Single Sided Providing & erecting \\"W\\" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75x5mm spaced 2mtr centre to centre 1.80mtr high, 1.1mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 & IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119-2015. CSR 24.56 |
| 31 | 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 |
| 32 | Providing, laying and spreading Modified soil on a prepared sub-grade, pulverising, mixing the spread soil in place with rotavator with 4 percent slaked lime with minimum 70 percent of Cao, grading with motor grader and compacting with road roller at OMC to achieve atleast 98 percent of the Max. dry density to form a layer of sub-base as per Technical Specification clause 403. |
| 33 | Construction of granular sub-base by providing close graded material, 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 |
| 34 | Water Bound Macadam Grading Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per MoRTH technical specifications |
| 35 | Water Bound Macadam Grading Providing, laying, spreading and compacting stone aggregates of Grading III to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per MoRTH technical specifications |
| 36 | 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.(Approaches both side of Bridge 100 m) |
| 37 | Providing and applying tack coat with bitumen VG 10 on the prepared bituminous/granular surface cleaned with mechanical broom.(Approaches both side of Bridge 100 m) |
| 38 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using bitumen VG 10 to 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, finished to required level and grades. |
| 39 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats bitumen VG 10 |
| 40 | Providing and fixing of Retro-reflective Cautionary, Mandatory and Informatory Sign Boards as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over Aluminium sheeting supported on a mild steel angle iron post 75mm x75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450mm x 600 mm, 600mm below ground level as per drawings and MoRD Specification Clause 801 |
| 41 | Retro-reflectorised Traffic Signs 900x900x900mm triangular |
| 42 | Direction & Place Identification sign with size 800 x 600mm |
| 43 | Providing and fixing of typical PMGSY Logo & Informatory sign board as per MORD specifications and drawing with ACP Sheet 3mm & 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded in cement concrete M-15 grade blocks of Size 450mm x 450mm x 600mm, below ground level. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects. |
| 44 | Providing and fixing of PMGSY Citizen Informatory board ( A & B) as per MORD specifications and drawing with ACP Sheet 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded in cement concrete M-20 grade blocks of Size 450mm x 450mm x 600mm, below ground level. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects. |
| 45 | Providing and fixing of PMGSY Maintenance Information board as per MORD specifications and drawing with ACP Sheet 3mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick with base plate 300x300x5mm duly embedded in cement concrete M-20 grade blocks of Size 600mm x 600mm x 750mm, below ground level. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects. |
| 46 | Providing and fixing of Standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the conforming of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting on in white color shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100mm and shall extend not more than 300 mm below the ground while being installed. The delineators meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired be site engineer |
| 47 | Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavementmarker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body.The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MO RT&H |
| 48 | Providing and laying hot applied thermo plastic compound 2.5 mm thick including reflacto raising glass beads @ Rs. 250 gm.Per Sqm area thickness of 2.5mm inclusive of surface applied glass beads. |
| 49 | Laying Reinforced Cement Concrete Pipe 1000 mm dia NP3/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 . ) |
| 50 | Credit of Pipe obtained after Dismentling |
| 51 | Laying Brick soling layer on prepared sub grade with brick on end edgeing according to lines, graded and x section shows on the drawing filling joints with sand and earth spreading 25mm thk layar of earth over brick soling watering and rolling the same with three whelled road roller 80-100kN as per technical specification Clause 412 (CSR 27.44) |
| 52 | Dismantling of existing structure like culverts, bridges, retaining walls and other structure comprising of masonory, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, dispoal of uniserviceable material and stacking the serviceable material with all lifts and lead of 1000 meters clause 202. |
| 53 | Brick Work |
| 54 | PCC Work (M-10) |
| 55 | RCC work (M-20) |
| 56 | Removing all types of Hume Pipe and stacking within a lead of 1000 meter including Earthwork and Dismentling of Masonary Works 1000 mm |
| 57 | Credit of Brick Bats |
| 58 | Credit of Steel |
| 59 | Making bore and installation of pumping set for dewatering arrangements complete in all respects. CSR 25.5 |
| 60 | Running and Maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects CSR 25.4 |
| 61 | Providing and Constructing Temporary Island 24 m diameter for Construction of Pier Foundation.Assuming depth of water 1.0 m and height of island to be 1.25 m as per MORT&H Specifications |
| 62 | Acceptance Test on Bridge Must be Conducted By Approved/ Reputed Agency by Engineer in charge |
| 63 | Routine Maintenance for Five Year after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data. |
| 64 | For 1st year |
| 65 | For 2nd year |
| 66 | For 3rd year |
| 67 | For 4th year |
| 68 | For 5th year Please Enable Macros to View BoQ information |
