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| 1 | FOUNDATION |
| 2 | 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. |
| 3 | i) Upto 3m depth |
| 4 | i) Upto 3m to 6.00 depth |
| 5 | SUBSTRUCTURE |
| 6 | Providing RCC M-30 Machinary mixed concrete in abutment shaft & Pier shaft with stone aggregate 20 mm nominal size and clean course sand of FM………2 All complete job. |
| 7 | Upto 5 m Height |
| 8 | Beyond 5 m and upto 10 m Height |
| 9 | Providing RCC M-35 Machinary mixed concrete in abutment shaft & Pier shaft with stone aggregate 20 mm nominal size and clean course sand of FM………2 All complete job 5 m and upto 10 m Height |
| 10 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 11 | Supplying, fitting and fixing in position true to lined and level POT-PTFE bearing consisting of a metal piston supported by a disc. or unreinforced clastomer confind within a metal cyliner, sealin rings, dust seals, PTFE surface silding against stainles steel mating surface, complete assebly to be of cast steel/Fabricated structurel steel, metal and elastoner clemenis to bc as per IRC:83 Part - I&II respectively 2006 of MoRTH Specification somplete as per drawing and approved Technical Specificaiton. |
| 12 | Supply Fitting & Fixing Elasto-Meric Bearing & Seismic Pad: - Supplying, Fitting and fixing in position true to line and level elastomric bearing conforming to IRC:83 (Part-III) section IX and clause 2005 of MoRTH specification complete including all accessories as per drawing and Techincal specification. |
| 13 | 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 |
| 14 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Sandy Materials) |
| 15 | 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 |
| 16 | SUPERSTRUCTURE |
| 17 | Providing RCC M- 30 in Super structure:- Fursing and plcing Reinforcement/ Prestressed concrete in superstructure e as per Dwg & Tech Sepcification. Upto 5.00 to 10.00 mt (T Beam Slab) |
| 18 | Providing HYSD bar in all types of RCC WorK:- Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clausesand 1002,1005, 1010, 1202 |
| 19 | Wearing Coat:- Providing and laying Cement concrete wearing coat M- 30 grade including reinforcement complete as perdrawing and Technical Specifications |
| 20 | Providing RCC M -30 Grade In RallingConstruction of precast RCC railing of M25 Grade, aggregate size not exceeding 20 mm, true to line and grade, tolerance 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.Clause 800,900,1208.3 |
| 21 | Providing drianage spout withas per pproved design/ drawing / technical specification relevant clause of 1209 |
| 22 | Providing PCC15 in Approch SlabPCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 23 | Providing PCC/ RCC 30 in Approch Slabapproach slab complete as per drawing and Technical specification |
| 24 | 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 |
| 25 | Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per drawing & Technical specification. |
| 26 | Providing and fixing 20mm thick premould joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizental mvement upto 20 mm covered with sealent complete as per drawing & Technical specification. |
| 27 | PROTECTION WORK |
| 28 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawingand Technical specifications1302. |
| 29 | DIVERSION |
| 30 | Clearing and Grubbing Road Land including uprooting wild vegetation , grass,bushes,shurbs,saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and unseviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification(clause201.1) |
| 31 | 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 100 m as per Technical Specification Clause 301.5 |
| 32 | 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 1000 m as per Technical Specification Clause 301.5 |
| 33 | 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 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 34 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. (Gr. II) |
| 35 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 36 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 37 | 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 |
| 38 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 39 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. |
| 40 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 |
| 41 | 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 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801 |
| 42 | Providing and fixing of typical PMGSY informatory sign board with Logo Maintenance Board 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 |
| 43 | Providing and fixing of typical Citizen 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 |
| 44 | Add Cess @ 1% = |
| 45 | Add GST @ 18% = |
| 46 | Add Seigniorage Fee = |
| 47 | I st Year |
| 48 | II nd Year |
| 49 | III rd Year |
| 50 | IV th Year |
| 51 | Vth Year |
| 52 | Add Cess @ 1% = |
| 53 | Add GST @ 18% = |
| 54 | Add Seigniorage Fee = |
