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| 1 | PAVEMENT WORK |
| 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 |
| 4 | Dismantling of structures |
| 5 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 |
| 6 | Removing all types of Hume pipes |
| 7 | Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 |
| 8 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means |
| 9 | 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. |
| 10 | Construction of Embankment with Material Obtained from Roadway Cutting |
| 11 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the subgrade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. |
| 12 | Construction of Embankment with Material Obtained from Borrow Pits |
| 13 | 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 |
| 14 | Construction of Subgrade and Earthen Shoulders |
| 15 | 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. |
| 16 | Granular Sub-base with Well Graded Material (Table 400.1) GSB grade III |
| 17 | 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. Material: 9.5 mm to 4.75 mm @ 35 per cent = 0.447 cum, 4.75 mm to 2.36 mm @ 12.5 per cent = 0.160 cum, 2.36 mm below @ 52.5 per cent = 0.672 cum, Water = 0.100 kilolitre. |
| 18 | Wet Mix Macadam |
| 19 | 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.Material : Coarse aggregate 45 mm to 22.4 mm @ 30 per cent = 0.399 cum, Aggregates 22.4 mm to 2.36 mm @ 40 per cent = 0.532 cum, Fine aggregate/Crushed sand 2.36 mm to 75 micron @30 per cent = 0.399 cum, water = 0.08 kl. |
| 20 | Prime Coat |
| 21 | Low 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 502Material : Bitumen emulsion (SS-1) @ 0.85 kg per sqm. |
| 22 | Tack Coat |
| 23 | (i) 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. Material : Bitumen emulsion (RS - 1) @ 0.225 kg per sqm. |
| 24 | Bituminous Concrete |
| 25 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) @ 5.2 percent 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 MORT&H specification clause No. 507 complete in all respectsMaterial : Bitumen@ 5.2 percent of mix = 0.123 ton, 20-10 mm 38 percent = 0.567 cum, 10-5 mm 17 percent = 0.254 cum, 5 mm and below 43 percent = 0.641 cum, Filler @ 2 percent of weight of aggregates = 0.045 cum. |
| 26 | ROAD SAFETY WORK |
| 27 | Retro-reflectorised Traffic Signs |
| 28 | (1) 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 per drawings and Technical Specification Clause 801 |
| 29 | i) 600 mm equilateral triangle |
| 30 | ii) 600 mm circular |
| 31 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work |
| 32 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour ,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 33 | ROAD FURNITURE |
| 34 | PMGSY informatory sign board |
| 35 | 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 * 450mm * 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 |
| 36 | (i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec\"06) |
| 37 | (ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec\"06) |
| 38 | Direction and place identification signs up to 0.9 sqm size board |
| 39 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70mm width and required m.essage, letters, figures with reflective engineering grade tape per MORD as specifications of required shade and colour. Supported and welded on 47mm x47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M / s flat iron 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, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 40 | Construction of 5th Kilometre Stone (Precast) |
| 41 | Reinforced cement concrete M 15 grade 5th Kilometre stone with 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 of specification of rural roads. |
| 42 | Construction of Ordinary Kilometre Stone (Precast) |
| 43 | Reinforced cement concrete M 15 grade Ordinary kilo metre stone with local stone of standard design as per IRC : 8 fixing inposition including painting and printing etc. as per drawing and technical specification clause 1703 of specification of rural roads. |
| 44 | Construction of 200 Metre Stone (Precast) |
| 45 | Reinforced cement concrete M 15 grade 200 metre stone with 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 of specification of rural roads. |
| 46 | CROSS DRAINAGE STRUCTURE WORK |
| 47 | Humpe Pipe (1000 dia x 2) 2 Nos |
| 48 | Earthwork in excavation of foundation of structures as per drawing and technical specifications Clause 305.1 includingsettingout, removing, spreadingorstacking ofspoilswithinaleadof150masdirectedand including trimming the sides of the trenches, levelling, dressingand rammingthebottom and backfilling with approved material complete as per direction of the Engineer-in-charge/ |
| 49 | Filling in foundation trenches as per drawingand technical specification clause 305.3.9 Earth filling in foundation trenches and at the back of abutment,wingwallsetc.,with earthinlayersnotexceeding150mmincluding inundating each layer by profuse water and poking and ramming layer complete etc. as per direction of Engineer in charge. |
| 50 | Providingplain/reinforcedcementconcreteinopen foundation with or without reinforcements in any part offoundationwithgradedstonechipsofappropriate nominalsizesincludingscreeningand cleaningof coarse aggregates, fine aggregates(sand) conforming to propergradingzone,bothofapprovedqualityand cementasnecessary, mixinginconcretemixerof suitable capacity and cost of curing with water, includingpreparationofdesignmix approvedofthe samebytheEngineerincharge,costforquality control,sampling,testingetc.includingcostofform workbut excludingreinforcementcompleteasper drawings and technical specifications Clause 802, 803, 1202 & 1203 of specification for Rural Roads PCC Grade M10Face Wall |
| 51 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.(a) Cement Motor 1:4 (1cement: 4 sand). |
| 52 | Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106. |
| 53 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 54 | Proving and placing ofboulder apronlaid insausage wire crateofspecifiedsizesmadeof4mmdiaGI wirenetof 100mmx100mmsquaremeshincludingrequiredlapping as directed of wire net, stiching with GI wire strongly, filling upthesausagewirecratewithapprovedstone/laterite [email protected] /cum and stiching the gap with GI wires, closing both ends withGIwirenetincludinglappingallsidesasdirected, includingtrimmingandpreparationofbedbycuttingor fillingearthasrequiredcomplete includingcostofall materialsandlaboursandallincidentialchargesinthis connection.. |
| 55 | Slab Culvert (5m Span x 1 ) 1 No. |
| 56 | Earthwork in excavation of foundation of structures as per drawing and technical specifications Clause 305.1 includingsettingout, removing, spreadingorstacking ofspoilswithinaleadof150masdirectedand including trimming the sides of the trenches, levelling, dressingand rammingthebottom and backfilling with approved material complete as per direction of the Engineer-in-charge/ |
| 57 | Providingplain/reinforcedcementconcreteinSub-structure with or without reinforcements in any part offoundationwithgradedstonechipsofappropriate nominalsizesincludingscreeningand cleaningof coarse aggregates, fine aggregates(sand) conforming to propergradingzone,bothofapprovedqualityand cementasnecessary, mixinginconcretemixerof suitable capacity and cost of curing with water, includingpreparationofdesignmix approvedofthe samebytheEngineerincharge,costforquality control,sampling,testingetc.includingcostofform workbut excludingreinforcementcompleteasper drawings and technical specifications Clause 802, 803, 1202 & 1203 of specification for Rural Roads PCC Grade M15Face Wall |
| 58 | Providingplain/reinforcedcementconcreteinSub-structure with or without reinforcements in any part offoundationwithgradedstonechipsofappropriate nominalsizesincludingscreeningand cleaningof coarse aggregates, fine aggregates(sand) conforming to propergradingzone,bothofapprovedqualityand cementasnecessary, mixinginconcretemixerof suitable capacity and cost of curing with water, includingpreparationofdesignmix approvedofthe samebytheEngineerincharge,costforquality control,sampling,testingetc.includingcostofform workbut excludingreinforcementcompleteasper drawings and technical specifications Clause 802, 803, 1202 & 1203 of specification for Rural Roads PCC Grade M 20 Face Wall |
| 59 | Providingplain/reinforcedcementconcreteinSup-structure with or without reinforcements in any part offoundationwithgradedstonechipsofappropriate nominalsizesincludingscreeningand cleaningof coarse aggregates, fine aggregates(sand) conforming to propergradingzone,bothofapprovedqualityand cementasnecessary, mixinginconcretemixerof suitable capacity and cost of curing with water, includingpreparationofdesignmix approvedofthe samebytheEngineerincharge,costforquality control,sampling,testingetc.includingcostofform workbut excludingreinforcementcompleteasper drawings and technical specifications Clause 802, 803, 1202 & 1203 of specification for Rural Roads PCC Grade M 25 Face Wall |
| 60 | Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 61 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 (a) Earth filling |
| 62 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 63 | 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 |
| 64 | DRAINAGE WORK Total Length 500 m |
| 65 | 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 suitable material. |
| 66 | Providing plain/reinforced cement concrete in open foundation with or without reinforcements in any part of foundation with graded stone chips of appropriate nominal sizes including screening and cleaning of coarse aggregates, fine aggregates(sand) conforming to proper grading zone, both of approved quality and cement as necessary, mixing in concrete mixer of suitable capacity and cost of curing with water, including preparation of design mix approved of the same by the Engineer in charge , cost for quality control, sampling, testing etc. including cost of form work but excluding reinforcement complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of Specification for Rural Roads (1st Revision). (Pakur Variety P.C.C. grade M 15 |
| 67 | PROTECTIVE WORK Total Length 75 m |
| 68 | Toe Wall |
| 69 | 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 side |
| 70 | Random rubble masonry (dry) in case of stone pitching laid with cement mortar (1:5) |
| 71 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.(a) Cement Motor 1:4(1 cement : 4 sand). |
| 72 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 |
| 73 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9(a) earth filling |
| 74 | Total of Quoted Amount (A) |
| 75 | ROUTINE MAINTENANCE WORKS (5 YEARS) |
| 76 | 1st Year Routine Maintenance |
| 77 | 2nd Year Routine Maintenance |
| 78 | 3rd Year Routine Maintenance |
| 79 | 4th Year Routine Maintenance |
| 80 | 5th Year Routine Maintenance |
| 81 | Total of Maintanance Cost of (B) |
| 82 | Grand Total Of (A+B) |
| 83 | 1% CESS |
| 84 | 18%GST(9%CGST+9%UTGST) |
| 85 | Total of (A+B) With (Cess @1%+ GST 18%) |
| 86 | Total of A+B |
