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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.) Ordinary soil upto 3.00 metre depth. |
| 2 | 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.) Ordinary soil 3.00 metre to 6.0 meter depth. |
| 3 | 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. |
| 4 | PCC Grade ( M-20 ) Plain/Reinforced Cement Concrete in Sub Structure Complete as per drawing and Technical Specification.using batching plant transit mixer & Concrete pump |
| 5 | 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 |
| 6 | 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 but excluding steel reinforcement complete as per drawing and technical specifications. Height upto 5m .using batching plant transit mixer & Concrete pump |
| 7 | Plain/Reinforced cement concrete in super-structure as per drawing and Technical Specification (R.C.C.) M-30 Deck slab including centring & shuttering but excluding steel reinforcement complete in all respects.using batching plant transit mixer & Concrete pump |
| 8 | Providing and laying Reinforced cement concrete (RCC M-30) approach slab including reinforcement and formwork complete as per drawing and Technical specification.using batching plant transit mixer & Concrete pump |
| 9 | 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 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 as per MORTH specification clause No. 509 complete in all respects. using VG -30 bitumen |
| 10 | Providing and laying mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the quirements given in Table 500-39, 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 9.5 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 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause516. |
| 11 | 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 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. |
| 12 | 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. |
| 13 | 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 |
| 14 | Supplying, fitting and placing un-coated HYSD bar reinforcement complete as per drawings and technical specification Clauses 1000,1002, 1005, 1010 & 1202. In foundation Integrated Plant Marked |
| 15 | Supplying, fitting and placing un-coated HYSD bar reinforcement complete as per drawings and technical specification Clauses 1000,1002, 1005, 1010 & 1202. In foundation Clauses 1000 & 1202 In Substructure Integrated Plant Marked |
| 16 | Supplying, fitting and placing un-coated HYSD bar reinforcement complete as per drawings and technical specification Clauses 1000,1002, 1005, 1010 & 1202. In foundation Clauses 1000 & 1202 in in super-structure Integrated Plant Marked |
| 17 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. |
| 18 | Reinforced Cement Concrete Crash Barrier:-Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming to conforming MoRT&H Specification and as per details given IRC -5 (Fig.-5, b) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc.., as per pproved drawing and at locations directed by the Engineer, all as specified. Area-0.243 Sqm. /Meter, Single Face) |
| 19 | Providing and fixing Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 20 | Elastomeric Slab Steel Expansion Joint (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.) |
| 21 | 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. ) |
| 22 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 23 | Granular Sub-Base with Well Graded Material:-Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 24 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 25 | 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.) |
| 26 | Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. |
| 27 | 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 clause 810 |
| 28 | 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. Prestressed / reinforced cement concrete grade M-20 & above |
| 29 | Rubble stone masonry in cement mortar. |
| 30 | Cradit of old material Stone boulder |
| 31 | Cradit of old Steel |
| 32 | Cradit of Hume Pipes |
| 33 | 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. |
| 34 | 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. |
| 35 | 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. |
| 36 | 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 x 75mm 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 |
| 37 | 900mm equilateral triangle |
| 38 | Hazard Marker Sign Board 300x900mm Rectangular |
| 39 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface comp. as per MORD Specifications. |
| 40 | 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 |
| 41 | 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 |
| 42 | Acceptance Test on bridge must be conducted by approved deputed Agency by Engineer-in- charge |
| 43 | Routine Maintenance after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data. |
| 44 | For 1st year |
| 45 | For 2nd year |
| 46 | For 3rd year |
| 47 | For 4th year |
| 48 | For 5th year Please Enable Macros to View BoQ information |
