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| 1 | BoQ |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned,including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. |
| 3 | Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and relaying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels to the satisfaction of the farmer/land owner as per Technical Specification Clause 302.3.2. |
| 4 | Construction of embankment with approved material obtained from borrow pits , transporting to site , spreading , grading to required slope & compacting to meet requirement of Tables 300.1 & 300.2 as per Technical Specification Clause 301. |
| 5 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 6 | 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density ( including aggregate plugging as shown in drawing), complete as per Technical Specification Clause 401.For Grading I Material |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 8 | Providing , laying, spreading and compacting stone agrregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 9 | Construction of earthen shoulderwith suitable material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement as per Technical Specification Clause 303 |
| 10 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 11 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg/sqm on the prepared granular surfaces treated with primer& cleaned with Hydraulic broom as per Technical Specification Clause 503 |
| 12 | Mix Seal Surfacing.Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level |
| 13 | Earthwork in excavation for foundation of structuresas per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with suitable excavated material. |
| 14 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 |
| 15 | Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) |
| 16 | Providing and laying reinforced cement concrete pipe1000 mm NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.1000 mm dia |
| 17 | Providing and laying reinforced cement concrete pipe NP3for culverts on first class bedding of granularmaterial in double row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.1200 mm dia |
| 18 | Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109Coursed rubble masonry (2nd sort) in 1:4 cement mortar |
| 19 | Pointing with Cement Mortar (1:3) on stonekwork as per technical specification Clause 613.3 |
| 20 | Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 |
| 21 | Providing PCC M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clause 615, 710 & 1204.3.11 |
| 22 | Providing and laying reinforced cement concrete in superstructure as per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5RCC Grade M20 |
| 23 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.Ordinary soil upto 3 m depth |
| 24 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 |
| 25 | Providing concrete for plain / reinforced concrete in foundations complete as perdrawings and technical specifications Clauses 802, 803, 1202 & 1203PCC Grade M 20Nominial mix (1:2:4) |
| 26 | Providing concrete for plain / reinforced concrete in substructure complete as perdrawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204PCC Grade M 20Nominial mix (1:2:4) |
| 27 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 28 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (The steel to be used should be from primary producer like TATA/SAIL/ESSER STEEL/JINDAL/SHYAM STEEL) |
| 29 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. (The steel to be used should be from primary producer like TATA/SAIL/ESSER STEEL/ JINDAL/SHYAM STEEL) |
| 30 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8 |
| 31 | Providing and laying curtain walls complete as per drawing and technical specification Clause 1304Cement concrete grade M 10 |
| 32 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling |
| 33 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications |
| 34 | Providing and fixing \"Logo\" of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.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 |
| 35 | Providing and Fixing PMGSY Logo Board at starting pointProviding and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x |
| 36 | Providing and Fixing Title information Board of PMGSY Project (RCC)Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. |
| 37 | Providing and Fixing Maintenance information Providing and Fixing Citizen information Board of PMGSY Project(RCC)\"A\"Providing and fixing of typical PMGSY Citizen information sign board as per MORDspecifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cmbelow G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, )incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applyingpriming coat, painting and lettering with appropiate colour with required shade ofapproved quality ready mix paint. |
| 38 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703(i) Ordinary Kilometer stone (precast) |
| 39 | (ii) 200m Stone (precast) |
| 40 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 |
| 41 | Road Markers/Road Stud with Lens ReflectorProviding and fixing of road stud 100 x 100 mm die cast in aluminium, resistant tocorrosive effect of salt and grit, fitted with lense reflectors, installed in concrete orasphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in asuitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. |
| 42 | Rumble StripsProvision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint. |
| 43 | Routine Maintenance |
| 44 | First Year |
| 45 | Second Year |
| 46 | Third Year |
| 47 | Fourth Year |
| 48 | Fifth Year |
| 49 | GST |
| 50 | Add GST @ 18% |
