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| 1 | Details |
| 2 | Excavation for StructuresEarthwork 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 andbottom and backfilling in trenches with excavated suitable material.(i) Upto 3m depth |
| 3 | Filling annular space around footing in rock as per technical specification Clause 1203.4.3. II. PCC Grade M-15 (Levelling Course) |
| 4 | Reinforced Cement Concrete (RCC M30) in Open Foundation complete as per Drawing and Technical Specifications. In Open Foundation |
| 5 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 |
| 6 | Confiermatory Boring Abutment & Pier Location |
| 7 | SUBSTRACTURE Plain/reinforced cement concrete in substructurecomplete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 (RCC M30) i) Upto 5m height |
| 8 | ii) From 5m upfo 10m height |
| 9 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 10 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1 |
| 11 | 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 |
| 12 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specificationClause 1204.3.8 II) Sandy Material |
| 13 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size 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 specification Clause 1204.3.8 |
| 14 | SUBSTRACTURE Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 Il. RCC M-35 |
| 15 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 500) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 16 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 17 | Construction of R.C.C. mailing of M 25 grade in cast-in- Situ With 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 |
| 18 | Drainage Spouts complete as per drawing and technical specifications Clause 1209 |
| 19 | P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 & 1211 |
| 20 | Reinforced Cement Concrete M-25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 |
| 21 | 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. |
| 22 | PROTECTION WORK Providing and laying boulder pitching on slopes laidover prepared filter media as per drawing and technicalspecifications Clause 1302 |
| 23 | Providing and laying filter material underneath pitching in slopes complete as per drawing andtechnical specifications Clause 1302 |
| 24 | SUB HEAD: PREPARATORY WORKS SITE CLEARANCE DISMANTLING Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation grass bushes shrubs saplings and trees of girth upto 300mm removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I |
| 25 | Construction of embankment with approved material deposited at site and obtained from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 Required Quantity >>40% of Excavated material |
| 26 | 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 with a lead upto 250m as per Technical Specification Clause 301.5 20% of total Qty (Free Lead) |
| 27 | 30% of total Qty (Lead upto 250m) |
| 28 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303 1. 50% of total Qty (Lead upto 750-1000 m) |
| 29 | Sub Head: Grading II Material Granular Sub-base with Well Graded Material (Table 400.1): Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader / Tractor mount 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. |
| 30 | Wet Mix Macadam Providing laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill) carriage of mixed material by tipper to site laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting barricading and maintenance of diversion etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. |
| 31 | SUB HEAD BITUMINOUS ITEMS Prime Coat 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 |
| 32 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 33 | SDBC Providing and laying semi dense 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 @ 4.5 to 5 per cent of mix and filler laying with a hydrostatic paver finisher with sensor control to the required transporting the hot mix to work site grade level and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete in all respects. |
| 34 | Traffic sign Providing and fixing of typical PMGSY informatory sign board with Logo asper MORD specifications and drawing. Three MS Plates of 1.6 mm thick 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 requied shade. Citizan Information Board |
| 35 | Providing and Fixing Logo of PMGSY Project |
| 36 | Five Year Routine Maintenance - |
| 37 | 1st Year |
| 38 | 2nd Year |
| 39 | 3rd Year |
| 40 | 4th Year |
| 41 | 5th Year |
| 42 | GST @ 18% |
| 43 | Labour Cess @ 1% Please Enable Macros to View BoQ information |
