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| 1 | 1. L520-NH8 to Kalamjoy para, L-1.47 km, Package No-TR0505 P4 |
| 2 | Clearing and grubbing road land |
| 3 | 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, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of Specifications for Rural Roads |
| 4 | Cutting of Trees, includingCutting ofTrunks , Branches and Removal of StumpsCutting of trees, includingcutting oftrunks,branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. |
| 5 | Girth above 300 mm to 600 mm |
| 6 | Girth above 600 mm to 900 mm |
| 7 | Setting Out |
| 8 | Setting Out (As per drawing enclosed) with Reference benchmark 1 no. , working benchmark 4nos. per km and near all drainage structure and bridges and Reference Pillars on both sides of the formation width Burjes @50m interval using PCC with jhama brick aggregate for all class of soil including marking of centre line, setting out curves and recording of levels etc. by Surveyor |
| 9 | (ii) Excavation in Soil with Dozer with lead upto 100 m. |
| 10 | Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3 |
| 11 | (iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m |
| 12 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 13 | Construction of Embankment with Materials Obtained from Roadway Cutting |
| 14 | Construction of Embankment with approved materials deposited at site from roadway 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 |
| 15 | A. For spreading beyond 100 m |
| 16 | B. For spreading within 100 m |
| 17 | Construction of Subgrade and Earthen Shoulders |
| 18 | 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. |
| 19 | Granular Sub-base with Well Graded Material (Table 400.1) using Stone Aggregate |
| 20 | Construction of granular sub-base by providing well graded material (Stone Aggregate, as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 21 | Total Quantity |
| 22 | Wet Mix Macadam |
| 23 | Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer ( Pug Mill ), carriage of mixed materials 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 three wheel 80-100 kN static rollerto proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per Technical Specification Clause 406. |
| 24 | Prime CoatLow porosity - 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 |
| 25 | Total Quantity |
| 26 | Tack Coat (ii) 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 |
| 27 | Total Quantity |
| 28 | Mix Seal Surfacing 20 mm with bitumen emulsionProviding , laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm ( Type-A ) or 13.2 mm to 0.9 mm (Type-B) aggregatesusingviscosity grade bitumento 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 , finishing to required level and grades as per Technical Specification Clause 509. By Mechanical MeansType-B Bitumen VG-30 |
| 29 | Total Quantity |
| 30 | 1. Toe Wall (Height-1.0 meter of 50.0 meter length2. PCC Retaining Wall Height-3meter of 35.0 m length &3.PCC Retaining Wall Height-2 meter of 40.0 m length) |
| 31 | A. Without dewatering. |
| 32 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. |
| 33 | Ordinary Soil |
| 34 | Upto 3 m depth |
| 35 | Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203. |
| 36 | P.C.C grade M 15 ( using jhama brick aggregate ) |
| 37 | i) Nominal mix (1:2.5:5) |
| 38 | Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) 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. |
| 39 | Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203. |
| 40 | Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.20 Kg of cement per sqm in substructure as per technical specification Clauses 613.4 & 1204. |
| 41 | Filling in foundation trenches as per drawing & technical specification Clause 305.3.9I) Sand filling |
| 42 | Box culvert (1 no 6M X 6M) |
| 43 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.i) in ordinary soil upto 3M Depth |
| 44 | Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203. P.C.C grade M 15 ( using jhama brick aggregate ) i)Nominal mix (1:2.5:5) Box culvert, Return Wall , Cut off Wall |
| 45 | Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203. Brick masonry in 1:4 cement mortar (Return Wall) |
| 46 | Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & technical specification Clauses 602, 603, 604, 1202 and 1204ii) In 1:4 cement mortar |
| 47 | Pointing with cement mortar (1:3) on brickwork as per drawing & technical specification Clauses 613.3 & 1204 |
| 48 | Supplying, fitting & placing HYSD bar reinforcement (Fe415) in substructure completed as per drawings & technical specificationClauses 1002, 1005, 1010 and 1201 |
| 49 | II) R.C.C grade M 25 (Design Mix)Plain/reinforced cement concrete in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. VI) R.C.C grade M-25 i)upto 5 m height |
| 50 | Providing & laying reinforced cement concrete (using fine sand) in superstructure as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5RCC Grade M-25Mix-For height upto 5 m |
| 51 | Providing PCC M 20 (with jhama brick aggregate) architectural coping on the top of wing wall, return wall etc. complete including formwork as per drawing & technical specification Clauses 615, 710 & 1204.3.11 |
| 52 | Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202(@ 100 kg/cum of RCC) |
| 53 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards outward face complete as per drawing and technical specification Clauses 614, 709, 1206.3 of Specification for rural Roads including curing complete. |
| 54 | Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification Clause 1204.3.8II) Sandy material |
| 55 | Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & 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 |
| 56 | Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209 |
| 57 | Construction of R.C.C railing of M 25 grade(using fine sand) in cast-in-situ with 20 mm nominal size aggregate, true to line & 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 |
| 58 | Reinforced Cement Concrete M 25 grade (using fine sand) approach slab including reinforcement & formwork complete as per drawing & technical specifications Clauses 800, 900 & 1211 |
| 59 | P.C.C. M 15 oridinary grade (1:2.5:5) (using fine sand) levelling course below approach slab complete as per drawing & technical specifications Clauses 800 and 1211P.C.C grade M 15 i) Nominal mix (1:2.5:5) |
| 60 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawings & technical specifications Clauses 800, 900 & 1206.3 |
| 61 | Filler JointProviding & fixing 2 mm thick corrugated copper plate in expansion joint |
| 62 | Providing & fixing 20 mm thick compressible fibre board in expansion joint |
| 63 | Providing and fixing in position 20 mm thick premoulded joint filler |
| 64 | Providing and filling joint sealing compound |
| 65 | PMGSY Informatory Sign Board with Logo |
| 66 | Providing and fixing of typical PMGSY \"Logo board/Logo Board at starting point\"as per drawing and specifications of NRRDA having 1.6 mmthick 2 nos. 600 x 600 mm MS Sheet and 1.6 mm thick 2 nos. 1100 x 300 mm MS plate facing both sides of the alignment duly welded all Board with vertical square Post and 2 nos horizontal MS flats on back, embedding leg of MS square post of 75mm x 75mm of 12 SWG sheet in M-15 grade cement concrete 600 mm square size and 750 mm below the ground level and keeping 50mm height above the ground level, two coats of Epoxy painting on MS square flats and back side of the MS sheets over a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming of rearside of the MS plates with Bands and letterings of different shades and sizes as directed and specified in the approved design with oil bound ready mixed synthetic paint complete in all respect.The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, all labour, fabricating and welding charges, cost of paintings and primer, cost of carriage & fixing and all other incidental charges in this regard complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading and lighting etc. |
| 67 | (i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec\"06) |
| 68 | Providing and fixing \"Logo\" of PMGSY Project |
| 69 | 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 25mm x 5mm 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 75mm 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 1700.1Using 0.252 cumM-15 Cement Concrete |
| 70 | Providing and fixing \"Citizen\"s Information Board\" for PMGSY Project |
| 71 | Providing and fixing of typical Citizens\" Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level.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 and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1 |
| 72 | Kilometre Stone ( with RCC M15 grade using jhama brick aggregate ) : |
| 73 | Reinforced cement concrete M15 grade ( using jhama brick aggregate ) 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. |
| 74 | ii) Ordinary Kilometre Stone (Precast) : Construction wing will add cost of0.269 cumM-15 Cement Concrete and 1.88 Kg of Steel reinforcement |
| 75 | iii) 200 Metre Stone (Precast) :Construction wing will add cost of0.048 cumM-15 Cement Concrete and 2.00 Kg of Steel reinforcement |
| 76 | Providing and fixing typical \"Maintenance Information Board\"Providing and fixing of typical maintenance board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1- Board \"A\". |
| 77 | Rumble strips |
| 78 | Providing Rumble Strip covered with premixed bituminous carpet 20mm high at centre followed by Type B Seal Coat 250 mm wide each and placed 1 m centre to centre at approved location to control speed, marked with 30 cms. Wide white strips of Road marking paint placed 60 cms. centre to centre along the alignment. Using20 mm premix carpet and Type B Seal coat for 0.26 sqm. |
| 79 | Guard Post |
| 80 | Supplying, Fitting, and Fixing R.C. Guard Post:1.37m long with cement concrete 1:2:4 withgradedstone chips of 13.2mm down casting curing complete including cost of providing 4 nos of 12mm dia MS road of length 1.54m as main reinforcement and 6 nos of round shaped 6mm dia MS rods used as binders; the placing of the 1st binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245 mm C/C ; the guard post is of octagonal section with inscribed circle of diameter 24cm at the base tapering to corresponding dimensions of 16cm at the top including 2 coats of painting with best quality synthetic enamel paint of approved make and brand to form 6 nos horizontal alternate brands in white/ tannery yellow and black to 90cm. length standing up above ground after mending good damages if any during sinking of shuttering, making hole in ground of 47cm depth and 30cm minimum dia, fixing the guard post in the same hole and replacing the earth thoroughly so as to keep the guard poststanding properly erect in correct position true in line and length including carriage of R.C. guard postfrom stack yard to the site including loading into the truck and unloading at site complete in all respects. |
| 81 | Traffic Signs ( using jhama brick aggregate in CC/ PCC ) |
| 82 | Retero Reflective Traffic Signs:Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove, white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing Clause 1701.2.2. |
| 83 | ii) with 600 mm equilateral triangle MS sheeting |
| 84 | iii) with 600 mm circular MS sheeting |
| 85 | vi) with 600 mm x 600 mm square MS sheeting |
| 86 | Direction and place identification signs with size more than0.9 sqm sign board ( using jhama brick aggregate in CC /PCC) |
| 87 | Retero-Reflective Traffic signs : Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and require message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 and annexure 1700.1 of Specification for Rural Roads. |
| 88 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work |
| 89 | Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 |
| 90 | Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads onBituminous Surface: Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/colour usinghot thermoplasticmaterial includingreflectorising glass beads @ 250 gms per sqm area by fully/semi atomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater andprofile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign materials, etc., thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 91 | Maintenance |
| 92 | Total for 1st year maintenance (including 18% GST) |
| 93 | Total for 2nd year maintenance (including 18% GST) |
| 94 | Total for 3rd year maintenance (including 18% GST) |
| 95 | Total for 4th year maintenance (including 18% GST) |
| 96 | Total for 5th year maintenance (including 18% GST) |
| 97 | ● The upgradtion cost is inclusive of GST @ 18% and ● Maintenance amount is pre-specified by the authority as mentioned above. |
