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| 1 | Part (A)Site Clearance |
| 2 | Cutting of trees i/c cutting of trunks, branches & removal of stumps & roots refilling,compaction of backfilling & stacking of servicible mat. with all leads & lifts as per T.S.Clause 201 |
| 3 | a). Girth 300mm -600 mm |
| 4 | b). Girth 600 mm - 900 mm |
| 5 | c). Girth 900mm.- 1800mm |
| 6 | Part(B) Earth Work |
| 7 | Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 8 | Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1and 300.2 as per techanical specification clauseavailable at site |
| 9 | Construction of Shoulder with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1and 300.2 as per techanical specification clauseavailable at site |
| 10 | Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site By mechanical means |
| 11 | Part (C)Pavements |
| 12 | Sub Grade:-Loosening of the ground upto a level of 300 mm below the subgrade level,watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. |
| 13 | Granular sub-base :-Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method: 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 toachieve the desired density, complete as per Technical Specification Clause 401.including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 14 | WBM Grading 2 :- Providing, laying, spreading and compacting stone aggregates of specific sizesto 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/ 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 (By Manual Means ) including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 15 | Prime Coat: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of Granular base including cleaning of road surface and sproaying primer at the rate of 0.70-1.0 Kgs/Sqm using mehanical means as per TS clause 502 (low porosity) including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 16 | Providing and laying 50mm thick bituminius macadam with hot mix plant using crushed aggregate of grading as per table 500.4 premixed with bituminious binder, transported to site of work upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per technical specificaion clause 504. including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 17 | Tack Coat: Providng 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 bituminious surface cleaned with hydraulic broom as per technical specification clause 503 including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 18 | 25mm SDBC: Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 10 @5% (percentage by weight of total mix) and lime filler @ 2%(percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 60-90 TPH capacity. |
| 19 | Providing and laying seal coat sealing the voids in a bituminious surface laid to the specified levels, grade and cross fall using Type B by mechanical means VG-10 including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 20 | HARD SHOULDERS:-Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method: 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 toachieve the desired density, complete as per Technical Specification Clause 401.including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 21 | Part (D) Cross Drainage Works ,Pipe Culverts 500mm dia,1000mm dia |
| 22 | Earthwork in excavation for foundation of structures upto 3 m depth as 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 approved material. |
| 23 | Type B (First Class) Bedding: Laying (First Class) bedding of well compacted sand, moorum or approved granular material as per Clause 1105 including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 24 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(P.C.C Grade M-10 Nominal mix 1:3:6) including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 25 | Providing and laying reinforced cement concrete pipe 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 including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 26 | 1000 Dia |
| 27 | Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets 500 Dia |
| 28 | Construction of earthen Cushion on pipes below formation level with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1and 300.2 as per techanical specification clauseavailable at site (Available at site) |
| 29 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular Meterial)including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 30 | Providing andlayingplain cementconcretefor plain/reinforced concrete in open foundationcomplete as per drawings and technical specifications Clause 802, 804,805,806,807, 1202 & 1204P.C.C M-15 nominal Mix 1:2.5:5 including cost of form work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete) |
| 31 | 1x6m span RCC Box Culvert,1x2m span RCC Box Culvert 02 No. |
| 32 | Earthwork in excavation for foundation of structures upto 3 m depth as 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 approved material. |
| 33 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(P.C.C Grade M-10 Nominal mix 1:3:6) including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 34 | Providing andlayingplain cementconcretefor plain/reinforced concrete in Sub Structurecomplete as per drawings and technical specifications Clause 802, 804,805,806,807, 1202 & 1204P.C.C M-15 nominal Mix 1:2.5:5 including cost of form work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete) |
| 35 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (R.C.C Grade M-20 Nominal mix 1:2:4).including cost of form work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete) |
| 36 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (R.C.C Grade M-20 Nominal mix 1:2:4).including cost of form work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete) |
| 37 | Providingand layingplain cementconcrete for plain/reinforced concrete inSuper Structure complete as per drawings and technical specifications Clause 800, 1205.4, 1205.5(R.C.C M-20 ) including cost of form work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete) |
| 38 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete) |
| 39 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete) |
| 40 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete) |
| 41 | Providing weepholes in brick masonry/ stone masonry, plain / reinforced concrete abutments, wing wall. Return wall with 100mm dia PVC pipe extending through the full width of the structures with slope of 1(V) : 20(H)towards drawing face complete as per drawings and technical specifications clause 614, 709, 1204.3.7. |
| 42 | Dewatering of trenches by mechanical means/ diversion of nallah by way of construction of ring bunds during execution of work if found necessary including diversion of traffic, hire charges of private land used, hire charges of pipes required including cost and carrieges og all materials including RBM to be used for diversion of traffic during execution of work and making the things good after completion of job by way of removal of diversion etc. |
| 43 | Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground,2 m centre-to-centre, complete as per approveddrawings Clause 1706 |
| 44 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular Meterial)including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 45 | Part (E) Protection Works (Edge Wall) |
| 46 | 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 sideaand bottom and backfilling in trenches with excavated suitablematerial.All sorts of soil.P-43, Item no 11.1(i). |
| 47 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(P.C.C Grade M-10 Nominal mix 1:3:6) including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 48 | Plain/reinforced cement concrete in open foundationcomplete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 m(P.C.C Grade M-15 Nominal mix 1:2.5:5 including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 49 | Providing weepholesin brick masonry / stone masonry ,plain / reinforced concrete abutments ,wing wall ,return wall with 100mm dia PVC pipe extending through the full width of the structures with slope of 1(V) :20(H) towards drawing face complete as per drawings & technical specification Clause 614,709,1204.3.7 |
| 50 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular Meterial)including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 51 | Part (F) Cement Concrete Drain |
| 52 | 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 ordinary soil. |
| 53 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(P.C.C Grade M-10 Nominal mix 1:3:6) including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 54 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(P.C.C Grade M-15 Nominal mix 1:2.5:5) including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 55 | Part (G) Protection Works (R/Wall, B/Wall, C/Wall) |
| 56 | 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 sideaand bottom and backfilling in trenches with excavated suitablematerial.All sorts of soil. |
| 57 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(P.C.C Grade M-10 Nominal mix 1:3:6) including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 58 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(P.C.C Grade M-15 Nominal mix 1:2.5:5) including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 59 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5) including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 60 | Dry random rubble masonry with hard stone as per drawing & technical specification with bond stone including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 61 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) |
| 62 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular Meterial)including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 63 | Providing and laying of 2nd class quarry stone apron laid in wire crates with 4mm dia black anealed wire confirming to IS: 280 and IS 4826 in 100mm mesh (woven diagonally) including 10% extra for lapse and joints laid with stone boulders weighing not less than 25Kg each as per drawing and technical specifications 1301 including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 64 | Providing weepholesin brick masonry / stone masonry ,plain / reinforced concrete abutments ,wing wall ,return wall with 100mm dia PVC pipe extending through the full width of the structures with slope of 1(V) :20(H) towards drawing face complete as per drawings & technical specification Clause 614,709,1204.3.7 |
| 65 | Part (H) Road Furniture |
| 66 | 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 |
| 67 | Citizen infarmative board :- Providing and fixing of citizen information Board as per Techanical Specifications , drawing &details. |
| 68 | PMGSY LOGO BOARD:-Providing and fixing of PMGSYBoard withtypical LOGO as per MORD specification and drawing. |
| 69 | Kilometer Stone:-Reinforced cement concrete M-15 grade KM stone /local stone of standard design as per IRC -8, fixing in position including painting and printingetc. as per drawing and technical specification clause 1703. |
| 70 | Boundary Pillars:- Reinforced cement concreteM-15 Grade Boundry pillars / local stone of standard design as per IRC - 25 fixed in position includeing finishing and lettering but exculding painting as per drawing and technical specification clause 1704. |
| 71 | Providing and applying 2.50mm thick road marking retroreflecive shade for speed brakers/zebra crossing/stopline of specified shade/colour using hot thermoplastic material fully/semi automatic thermoplastt paint applicable machine fitted with profile shoe, glass beads dispencer, propane tank heater and profile shoe heater, driven by experienced operator on road surface incl. cost and carriage of all materials from approved plant to site with all leads and lifts and octori etc complte job (Finished work to be measured) |
| 72 | Retro refectorised Trafic signs :Providing and fixing of retro reflected cautionay, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixied over aluminium sheeting 1.50mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600 mm, 600mm below gournd level as per drawings and technical specification clause 1701 (Curve, School, Left turn, Right turn, speed limit, busbays, merge traffic, diverge trafficc, give way , stop etc) |
| 73 | 200 m stone (precast): Reinforced cement concrete M15 grade kilometrestone/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 | Providing and fixing of PMGSY maintenance Board complete job as per drawing and technical specifications |
| 75 | Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.including cost & carriage of all materials with all leads and lifts loading, unloading & octori. Finshed work to be measured (complete job). |
| 76 | Total Construction cost |
| 77 | 1st year |
| 78 | 2nd Year |
| 79 | 3rd Year |
| 80 | 4th Year |
| 81 | 5th Year |
