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| 1 | MRL08- KATANALA -MOHANPUR ROAD TO CHUNATIGOOL TE |
| 2 | Pavement Work :-Setting Out Unit=1KmThe analysis of rate per km shall account for the following:(i) Reference benchmark one no.(ii) Working benchmark 4 nos. per Km and near all drainage structure and bridges.(iii) Reference pillars/Burjees @ 50 m interval on both sides of formation width.(iv) The marking of centre line setting out curves and recording of levels,etc. by the surveyor will be incidental to the work and no extra payment shall be made for the same.(v) Typical benchmark as per Drawing 200.1 |
| 3 | (vi) Typical reference pillar as per Drawing 200.2 |
| 4 | Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.(i) By Manual Means |
| 5 | Clearing and Grubbing Road LandClearing 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 earlier and 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. (i) By Manual Means(a) In area of non-thorny jungle |
| 6 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, 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. (Lead upto 1000 m) (i) Girth above 300 mm to 600 mm |
| 7 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, 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. (Lead upto 1000 m) (ii) Girth above 600 mm to 900 mm |
| 8 | Dismantling of StructuresDismantling 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.By Manual Means(B) Cement concrete |
| 9 | (C )Reinforced Cement concrete |
| 10 | Dismantling Stone Masonry as per Technical Specification Clause 202:Dismantling Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(B) Rubble Stone Masonry in Cement mortar |
| 11 | Excavation in Cutting in Soil by manual/ Machinery means(iii)Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation 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 a lift upto 1.5 m and lead upto1000 m as per Technical Specification Clause 302.3 |
| 12 | Removal of Unsuitable Soil with Disposal upto 1000 mRemoval of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 |
| 13 | Construction of Embankment with Material Obtained from Roadway CuttingConstruction 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 |
| 14 | Construction of Embankment with Material Obtained from PitsConstruction 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(Having CBR more than 5) |
| 15 | Construction of Subgrade and Earthen ShouldersConstruction 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.(ii) Govt. land |
| 16 | Granular Sub-base with Well Graded Material (Table 400.1)By Mix in Place MethodConstruction 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 Clause401.(ii) For Grading II Material |
| 17 | Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mixmacadam 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.By Mechanical Means with 1 km lead |
| 18 | Prime Coati) Low porosityProviding 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 |
| 19 | Tack Coat(iii) 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. |
| 20 | Mix Seal Surfacing.Providing,laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9mm (Type-A) or13.2mm to 0.9mm(Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 |
| 21 | Panelled Concrete PavementConstruction of panelled cement concrete pavement as per design by laying M30 grade concrete over a prepared sub base, with 53 grade Ordinary Portland Cement(OPC) or any other type as per Clause 1501.2.4,coarseandfineaggregatesconformingtoIS : 2386, mixing in a concrete mixer of not less than 0.2 cum capacity and appropiate weigh batcher using approved mix design (As per IRC:44-2008), in approved fixed side formwork (steel channe, wedges, steel plates including levelling the formwork as per drawing),maitaining camber of about 3 to3.5%, spreading the concrete with sholvels, rakes,compacted using needle, scareed and plate vibrators and finished in continuous operation, cutting panels of required size/ depth as per design immediately after24 hours of laying, curing ofconcrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specifications. |
| 22 | 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 and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil i. Upto 3 m depth |
| 23 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(II) P.C.C grade M 15 (Nominal mix (1:2.5:5) |
| 24 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 III. P.C.C. grade M 20 (Nominal mix (1:2:4) |
| 25 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8(I) Granullar material |
| 26 | 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 |
| 27 | Providing and Fixing 'Logo' of PMGSY ProjectProviding 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 1701and Annexure 1700.1 |
| 28 | Providing & Fixing of PMGSY 'Logo' boardProviding and fixing of typical Logo Board with PMGSY Logo as per MORD specifications and drawing. 1 nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 1 nos. steel plate will be welded horizontally with 1 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 1 no steel plate will be welded vertically to 1 no. 75mm x 75mm of 12 |SWG sheet tubes posts duly welded to vertical tubes. 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 superiorquality in required shade and coloue. 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 |
| 29 | A Typical Design of PMGSY informatory Sign Board is Shown in Fig. 1700.1 The Specification and installation detail of the typical sign boards are given below.(i) The board will be a Composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per clause 1701.3.7. The top most plate will be in diamond shape of 600 mm*600 mm size, riveted over welded M S edge. The middle plate will be 1200 mm 150mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x5mm size on back on edges. The main lower most plate will be 1500mm x 600mm size, riveted over welded M.S. angle iron frame will be done neatly to have plain surface on one side. The angle iron frame of the lower most plate and the middle plate will be welded to two nos. 75mm x 75mm (12SWG) sheet tubes posts will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 x450x600mm below ground level. The height of bottom of the lower most plate will be 1200mm from normal ground level and the bottom of middle plate will be 100mm above the top level of lower most plate. The diamond shaped plate mounted over angel iron frame will be connected to middle plate by square medium steel section of 47mm x 47mm thickness 12 SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders etc. of middle and bottom plate, PMGSY logo on top plates shall be as per clause 1701.4.6 messages/Borders. All section of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coat of Epoxy paint. The design, painting and lettering shall be done as per approved drawing. (iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable.(iv) A reference number along with the month and year of installation should be placed on the back of a sing in a contrasting colour or by stamping in characters not exceeding 50mm in heights. |
| 30 | Retro- reflectrorized Traffic signs 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 450mm x 600mm ,600mm below ground level as per drawings and Technical Specification Clause 801(ii) 600 mm equilateral triangle |
| 31 | Retro- reflectrorized Traffic signs 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 450mm x 600mm ,600mm below ground level as per drawings and Technical Specification Clause 80(iii) 600 mm circular |
| 32 | Retro- reflectrorized Traffic signs 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 450mm x 600mm ,600mm below ground level as per drawings and Technical Specification Clause 80(iv) 800 mm x 600 mm rectangular |
| 33 | Retro- reflectrorized Traffic signs 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 450mm x 600mm ,600mm below ground level as per drawings and Technical Specification Clause 80(v) 600 mm x 450mm rectangular |
| 34 | Retro- reflectrorized Traffic signs 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 450mm x 600mm ,600mm below ground level as per drawings and Technical Specification Clause 80(vi) 600 mm x 600 mm square |
| 35 | Retro- reflectrorized Traffic signs 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 450mm x 600mm ,600mm below ground level as per drawings and Technical Specification Clause 80(vii) 900 mm side octagon |
| 36 | Direction and Place Identification signs up to 0.9sqm size boardProviding and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2mm thickwith area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 37 | Kilometre StoneReinforced cement concrete M15 grade 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 Ordinary Kilometer Stone (Precast) |
| 38 | Kilometre StoneReinforced cement concrete M15 grade 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 200 m stone (precast) |
| 39 | Speed Braker (Rumble Strips)Provision of 9 nos. rumble strips covered with premix bituminous carpet,15.2 mm high at centre, 250mm wide placed at 1m centre to centre at approved location to control speed, marked with white strips of road marking paint. as per IRC - 67 : 2001 |
| 40 | CD WORKS :-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 and bottom and backfilling in trenches with excavated suitable material. |
| 41 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, (I).P.C.C. grade M 10, (i) Nominal mix (1:3:6) |
| 42 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(II) P.C.C grade M 15 (Nominal mix (1:2.5:5) |
| 43 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, PCC M-20 Grade (i) Nominal Mix 1:2:4 |
| 44 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,For height upto 5 m,(I) P.C.C grade M 15 (Nominal mix (1:2.5:5) |
| 45 | Supplying, fitting and placing TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-550N/sqmm (Fe-550 D) from Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. |
| 46 | Supplying, fitting and placing TMT Super Ductile (SD) reinforcement bar of Fe- 500N/sqmm (Fe-500 D) from Other ISI approved/ secondary producers in substructrue complete as per drawings and technical specification Clauses1000 and 1202. |
| 47 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 and 1204(b) PCC M-20 Grade |
| 48 | 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 |
| 49 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 and 1204(D) RCC M-25 Grade |
| 50 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (ii) Sandy Materials |
| 51 | 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 |
| 52 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5(B) R.C.C M 25 (Design mix)a)Height upto 5M |
| 53 | Supplying, fitting and placing TMT Super Ductile (SD) reinforcement bar of Fe- 500N/sqmm (Fe-500 D) from Other ISI approved/ secondary producers in superstructrue complete as per drawings and technical specification Clauses1002, 1005, 1010 & 1202. |
| 54 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 55 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 56 | Approch slab : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-25 Grade |
| 57 | PCC (M10) (Below Approach Slab) : Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, (I).P.C.C. grade M 10, |
| 58 | Construction of R.C.C. railing 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 |
| 59 | Bedding for Pipe(ii) Type B ( First Class) BeddingLaying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)For haunches(Between face wall and around the hume pipe) |
| 60 | Providing and laying reinforced cement concrete pipe NP3 for culverts as per design 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. Please Enable Macros to View BoQ information |
