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| 1 | Road 1 |
| 2 | Road 2 |
| 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 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.[SOR 25-26] [Item No. 2.2(i-a)] i. By Manual Means (A) In area of non thorny jungle |
| 4 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 [SOR 25-26] [item No. 3.5 (i)] |
| 5 | 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 [SOR 25-26] [item No.3.4 (i)] |
| 6 | 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 [SOR 25-26][item No.3.3] |
| 7 | Construction of earthen shoulder 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 up to 1000m as per Technical Specification Clause 303.1 [SOR 25-26] [item No.3.14 (i)] |
| 8 | 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 smooth wheel roller to achieve the desired density, complete as per clause 401 as per Technical Specification |
| 9 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macdam as per 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. |
| 10 | Providing Concrete Haunching of M20 grade at the edge of Panel concrete of 200mm width.[SOR 25-26][Item 12.5 II B (i)] |
| 11 | Construction of Panelled Concrete Pavement, Construction 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, coarse and fine aggregates conforming to IS: 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 after 24 hours of laying, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification and as directed by the Engineer.[SOR 25-26][ Item No 19.17] |
| 12 | Reinforced 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 K.M. stone (precast) [SOR 25-26][Item 10.10 (ii)] |
| 13 | Reinforced cement concrete M15 grade Hectometre stone /local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing &Technical specification Clause 1703 (iii) 200 mt stone (precast) [SOR 25-26][Item 10.10 (iii)] |
| 14 | Providing and fixing of Reference Bench Mark / Temporary Bench Mark having section .0.35X.0.35 M and height 0.30 M above ground level in B/W 1:3 as per drawing and technical specifications [SOR 25-26][Item 1.16 (iv)] |
| 15 | Providing and erecting direction and place identification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide 1701.2.3, fixed over aluminium composite panel sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by meanes of properly designed foundation 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.[SOR 25-26][Item No. 10.3 (A1)] |
| 16 | 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.Hazard Markers (300mmX900mm) [Market Rate] |
| 17 | Warning Signs [600mm -Triangle] [SOR-25-26][10.2.A1-ii] |
| 18 | Stop Sign [600mm -Cricular] [SOR-25-26][10.2.A1-iii] |
| 19 | Chevron Signs [600mmx450mm] [SOR-25-26][10.2.A1-v] |
| 20 | 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 [SOR-25-26] [Item No. 10.16] |
| 21 | Providing & fixing Logo Board of PRADHAN MANTRI GRAM SADAK YOGNA (Figure 1(A) & 1(B))as per standard design of National Rural Infrastructure development agency, diamond size (600 X 600 mm) 3 mm thick ACM plate and board plate size (1100 X 300 mm) 3 mm thick ACM plate and 2.4 m deep length square hollow section (75 X 75 X 6 mm) size including fitting and painting lettering with retroreflective sheeting class B as per drawing incl. fixing in CC M20 (450 X 450 X 600 mm) as per IRC 67 [RA-1] |
| 22 | Providing & fixing of Typical PMGSY Citizen's information board consisting of two Aluminium Composite Material (ACM), 4mm thick face to be fully covered with high intensity prismetic sheeting type-4 class A/B material specification as per clause 1701.3.7. ACM sheets shall be of size 900mmX750mm each welded over welded MS flat iron frame of 50mm x 6mm size on back on edges. The flat iron frame of the bottom plate will be welded to 1 no. 75mm x 75mm x 6mm Square tube post. The steel tube post will be embedded in cement concrete M15 grade of 600mm x 600mm x 750mm below ground level. The height of lowermost part of the bottom plate will be 650 mm from normal ground level. The lettering and border etc. of ACM sheets on top & bottom shall be as per clause 1701.4.6 messages/borders. All the sections 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 coats of epoxy paints. The design, painting and lettering shall be done as per approved drawing [RA-2] |
| 23 | Providing & fixing of Typical Maintenanace information board consisting of Aluminium Composite Material (ACM), 4mm thick face to be fully covered with high intensity prismetic sheeting type-4 class A/B material specification as per clause 1701.3.7. ACM sheets shall be of size 900mmX1500mm each welded over welded MS flat iron frame of 50mm x 6mm size on back on edges. The flat iron frame of the bottom plate will be welded to 1 no. 75mm x 75mm x 6mm Square tube post. The steel tube post will be embedded in cement concrete M15 grade of 600mm x 600mm x 750mm below ground level. The height of lowermost part of the bottom plate will be 650 mm from normal ground level. The lettering and border etc. of ACM sheets on top & bottom shall be as per clause 1701.4.6 messages/borders. All the sections 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 coats of epoxy paints. The design, painting and lettering shall be done as per approved drawing [RA-2] |
| 24 | \\"Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflecProviding and laying of hot applied thermoplastic compound 2.5 mmthick including reflectorising glass beads @ 250 gms per sqm area, 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 and conforming to the MoSrt&H specifications.torising glass beads @ 250 gms per sqm area, 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. [SOR-25-26][Item No. 16.34]\\" |
| 25 | Cross Drainage WorksEarthwork 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 [SOR 25-26] [item No. 11.1] |
| 26 | Providing concrete for plain/reinforced concrete in open foundationscomplete as per drawings and technical specifications Clause 802, 803,1202 & 1203[SOR 25-26] [item No. 11.4 (ii)] PCC Grade M15 (Nominal mix (1:2.5:5)) |
| 27 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(With Crushed Stone) [SOR 25-26] [item No. 12.5-A(I)(i)] |
| 28 | Providing and laying reinforced cement concrete pipe NP3 for culverts on firstclass bedding of granular material in single row including fixing collar withcement mortar 1:2 but excluding excavation, protection works, backfilling,concrete and masonry works in head walls and parapets Clause 1106.[SOR 25-26] [item No.9.3] RCC pipe NP3 1000mm dia |
| 29 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(With Crushed Stone) [SOR 25-26] [item No. 12.5-A(II)(i)] Pipe Portion (Encasing)-M20 |
| 30 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 [SOR 25-26] [item No. 14.5(i)] |
| 31 | Construction of flexible apron 1 m thick comprising of loose stoneboulders weighing not less then 25 kg beyond curtain wall [SOR 25-26] [item No. 14.10] |
| 32 | Providing and laying filter material underneath pitching in slopes complete. as per drawing and technical specifications Clause 1302 [SOR 25-26] [item No. 14.6] |
| 33 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. [SOR 25-26] [item No. 2.13(c)] |
| 34 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915.[SOR 25-26] [item No. 15.13] |
| 35 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 36 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 37 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 38 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(RCC Grade M 25- For height upto 5 m) |
| 39 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 40 | Rate for BM layer may be analysed as per item No 5.3 of Chapter 5 |
| 41 | Rate of 20 mm premix carpet wearing course as per item No.5.9 of Chapter 5 |
| 42 | Rate of seal coat Type B as per item No. 5.12 of Chapter 5 |
| 43 | 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 |
| 44 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 45 | 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 |
| 46 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 (Rubble stone laid in cement mortar 1:3) |
| 47 | Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall |
| 48 | 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 |
| 49 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 |
| 50 | P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 |
| 51 | Providing and fixing 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specification. |
| 52 | 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 metres |
| 53 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915.Wing walls |
| 54 | Bridge WorksEarthwork 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 Upto 3m depth |
| 55 | Providing steel liner 10mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing |
| 56 | P.C.C M15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 A) with crushed stone I) Nominal Mix (1:2.5:5) |
| 57 | P.C.C M15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 A) with crushed stone I) Nominal Mix (1:2.5:5) |
| 58 | Plain / Reinforced Cement concrete in substructure complete as per drawing and Technical Specificationas clause 1500,1700&2200 H) RCC Grade M 35 i) Height upto 5.0m |
| 59 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. including providing plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999) (Pile diameter-1000 mm) |
| 60 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. D) RCC Grade M35 I) Using concrete mixer |
| 61 | 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 Clauses 1002, 1005, 1010 & 1202. |
| 62 | Plain / Reinforced Cement concrete in substructure complete as per drawing and Technical Specificationas clause 1500,1700&2200 H) RCC Grade M 35 i) Height upto 5.0m |
| 63 | Plain / Reinforced Cement concrete in substructure complete as per drawing and Technical Specificationas clause 1500,1700&2200 H) RCC Grade M 35 i) Height upto 5.0m |
| 64 | 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 Clauses 1002, 1005, 1010 & 1202. |
| 65 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent) |
| 66 | Plain / Reinforced Cement concrete in substructure complete as per drawing and Technical Specificationas clause 1500,1700&2200 H) RCC Grade M 40 i) Height upto 5.0m |
| 67 | Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent) |
| 68 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1 |
| 69 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.E ii) For T-Beam and slab (b) For Height 5m-10m |
| 70 | 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 Clauses 1002, 1005, 1010 & 1202. |
| 71 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site 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 Specification Clause 504. [SOR 25-26] [item No. 5.3 (i)] |
| 72 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 73 | 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 instruction for installation). |
| 74 | Providing and laying - Filter Media 600 mm thick directed at the back of abutments, returns and wing walls as per detailed specifications. |
| 75 | 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 |
| 76 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material |
| 77 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 i)Stone/Boulder |
| 78 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 |
| 79 | 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) |
| 80 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a). Initial and Routine load test. |
| 81 | Dismantling Wood Work Wrought and Planed Fixed in Frames of Trusses upto a height of 5 m above Plinth Level as per Technical Specification Clause 202. |
| 82 | Integrity testing of pile using pile driving anayser or equivalent as approved by engineer in charge and detailed in specifications. Test to be carried out by approved reputed agency. Item to be include all incidental work to execute the job. |
| 83 | Non destuctive testing with Ultrasonic Pulse Velocity Meter with data storage facility for detection ofcracks,voidsandotherimperfectionsinReinforcedconcretestructuresandfurnishingthefindingsthereofinpropercomprehensibleformat,completeasdirectedbythedepartment. |
| 84 | Non destructive testing with Rebound Hammer for detection of damage zone in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format |
| 85 | Provision of a Reinforced Cement Concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21, and dowel bar 25 mm dia, 450 mm long at expansion joints filled with premoulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST Circular No. RW/NH-33022/1/94-DOIII dated June 1994, as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. |
| 86 | 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 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.[SOR 25-26] [Item No. 2.2(i-a)] i. By Manual Means (A) In area of non thorny jungle |
| 87 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 [SOR 25-26] [item No. 3.5 (i)] |
| 88 | 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 [SOR 25-26] [item No.3.4 (i)] |
| 89 | 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 [SOR 25-26][item No.3.3] |
| 90 | Construction of Sub-grade and earthen shoulder 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 up to 1000m as per Technical Specification Clause 303.1 [SOR 25-26] [item No.3.14 (i)] |
| 91 | 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 smooth wheel roller to achieve the desired density, complete as per clause 401 as per Technical Specification |
| 92 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macdam as per 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. |
| 93 | Construction of Panel concrete plain Cement concrete pavement, Construction 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, coarse and fine aggregates conforming to IS: 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 after 24 hours of laying, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification and as directed by the Engineer.[SOR 25-26][Item No. 19.17] |
| 94 | Providing Concrete Haunching of M20 grade at the edge of Panel concrete of 200mm width.[SOR 25-26][Item 12.5 II B (i)] |
| 95 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflecProviding and laying of hot applied thermoplastic compound 2.5 mmthick including reflectorising glass beads @ 250 gms per sqm area, 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 and conforming to the MoSrt&H specifications.torising glass beads @ 250 gms per sqm area, 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. [SOR-25-26][Item No. 16.34] Please Enable Macros to View BoQ information |
