|
| 1 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m as per MORT&H Ref.No.- 301 Sr.No.- 3.06 |
| 2 | 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 table 300-2. as per MORT&H Ref.No. 305 Sr.No. 3.17 |
| 3 | Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per MORT&H Ref.No. 301 Sr.No. 3.03 |
| 4 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MORT&H Ref.No. 305 Sr.No. 3.16 (Carted earth Lead 5 Km.) |
| 5 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 as per MORT&H Ref.No. 305 Sr.No. 3.18 (Carted earth Lead 5 Km.) |
| 6 | Dismantling of flexible pavements and dispossal of dismantlled material up tot a lead of 1000 meters stacking of serviceable and uncerviceable materials as per MORT&H Ref.No. 202 Sr.No. 2.05 A (Bituminous Coarse) |
| 7 | Dismantling of flexible pavements and disposal of dismantlled material up tot a lead of 1000 meters stacking of serviceable and uncerviceable materials as per MORT&H Ref.No. 202 Sr.No. 2.05 B (Granular Coarse) |
| 8 | Re-cycle of granular mateial obtain from dismantling of flexible pavement (Labour Machinery & additional stone dust material only) including add stone dust material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 9 | Construction of granular sub-base Grade -I by providing Close 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 vibratory roller to achieve the desired density, complete as per clause 401 as per MORT&H Ref.No. 401 Sr.No. 4.01 B |
| 10 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORT&H Ref.No. 406 Sr.No. 4.14 |
| 11 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam with 1% OPC cement + 3.5% Emulsion specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 12 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per MORT&H Ref.No. 502 Sr.No. 5.01 |
| 13 | Providing and applying tack coat with Bitumen (VG-10) using Bitumen distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface as per MORT&H Ref.No. 503 Sr.No.5.02 |
| 14 | Providing and applying tack coat with Bitumen (VG-10) using Bitumen distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface as per MORT&H Ref.No. 503 Sr.No.5.02 |
| 15 | Providing and laying Dense Graded Bituminous Macadam (DBM Grade-I) using crushed aggregates of specified grading, premixed with bitumen VG-40 @ 4.00 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher l to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H Ref.No. 505 Sr.No.5.04 (A) complete in all respects. |
| 16 | Providing and laying Dense Graded Bituminous Macadam (DBM Grade-II) using crushed aggregates of specified grading, premixed with bitumen VG-40 @ 4.50 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher l to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H Ref.No. 505 Sr.No.5.04 (B) complete in all respects. |
| 17 | Providing and laying Bituminous Concrete (BC Grade-II) using crushed aggregates of specified grading, premixed with bitumen VG-40 @ 5.40 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H Ref.No. 507 Sr.No.5.05 (B) complete in all respects. |
| 18 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually as per MORT&H Ref.No. 409 Sr.No. 8.01 complete in all respects. |
| 19 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per MORT&H Ref.No. 803 Sr.No. 8.08 (For Curb Devider) |
| 20 | Dismantling of brick work in culverts including all machinery labour T & P etc. complete as per MORT&H specification No. 2.04 case- ii (For Box Culverts) |
| 21 | Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works complete as per MORT&H specification No. 2.04 case-ix (For Box Culverts) |
| 22 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per MORT&H Ref.No. 304 Sr.No. 15.01 B(i) complete in all respects. (For Box culverts) |
| 23 | Providing and laying PCC M-15 Grade Concrete including formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1700 & 2100, MORT&H specification Sr.No. 15.11 of (For Box culverts) |
| 24 | Providing and laying Reinforced cement concrete in M-25 grade concrete in open foundation including formwork but excluding cost of reinforcement complete as per drawing and Technical specification and as per relevant clauses of section 1500,1700 & 2100 as per MORT&H Sr.No. 15.11E case-I complete in all respects.(For Box culverts) |
| 25 | Providing and laying Reinforced cement concrete in M-25 grade concrete in for wall and slab including formwork but excluding cost of reinforcement complete as per drawing and Technical specification and as per relevant clauses of section 1500,1700 & 2100 as per MORT&H Sr.No. 15.12B complete in all respects. (For Box culverts) |
| 26 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation / walls/ slab as per drawing and technical specifications MORT&H Ref.No.1600 Sl. No. 15.13 (For Box culverts) |
| 27 | Providing and laying of weephole in brick massonary in abutment and wing wall with 100mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H toward drawing force complete as per drawing and technical specification MORT&H Ref.No.2706&2200 Sl. No. 15.14 (For Box culverts) |
| 28 | Pointing with cement mortar (1:3 ) on brick work in substructure as per specifications MORT&H Ref.No.2706&2200 Sl. No. 15.14 (For RCC culverts) |
| 29 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification MORT&H clause 710.1.4. of IRC 78 2200.Sl. No. 15.23 (For Box culverts) |
| 30 | Sand filling in foundation as per drawing and Technical Specification MORT&H clause 304 Sl. No.15.03 (For Box culverts) |
| 31 | Dewatering of seapage water after Excavation including all Material labour T & P etc (For Box culverts) |
| 32 | Providing and laying RCC M-20 Grade Concrete including formwork but excluding reinforcement complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1700 & 2100, MORT&H specification Sr.No. 15.11 C case-I (For Box culverts) |
| 33 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications MORT&H specification Ref.No. 2702 Sr.No. 15.18 (For Box culverts) |
| 34 | Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification MORT&H specification Ref.No. 2605 Sr.No. 15.22 (ii) (For Box culverts) |
| 35 | Providing Drainage Spouts complete as per drawing and Technical specification and as per clause 2705 of specifications MORT&H specification Sr.No. 15.17 (For Box culverts) |
| 36 | Providing and Constructing Temporary Island 24 m diameter for construction of well foundation for 8 m dia well as per MORT&H specifications Ref.No. 1200 Sr.No. 12.09 (For Minor bridge) |
| 37 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification as per MORT&H Specification Ref.No. 1200 & 1900 Sl.No. 12.10 (For Minor bridge) |
| 38 | Reinforced Cement Concrete, M 30 Grade in well curb complete as per drawing and Technical Specification MORT&H Ref.No. 1200,1500 & 1700 Sl.No. 12.1A(iii) Case-i (For Minor bridge) |
| 39 | Reinforced Cement Concrete, M 30 Grade in well Steining complete as per drawing and Technical Specificationas MORT&H Ref.No. 1200,1500 & 1700 Sl.No. 12.1B(vii) Case-i (For Minor bridge) |
| 40 | Providing Sleeves nuts of approved design and length in well steining bars including of bars and nuts and their fixing as directed by E/I. |
| 41 | Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all type of strata namely sandy soil, clayey soil and rock shown against each case complete as per drawing and Technical Specificationas MORT&H Ref.No. 1200 Sl.No. 12.12A(i) Depth of sinking reckoned from bed level 0.00 to 3.00 Mtr. (For Minor bridge) |
| 42 | Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all type of strata namely sandy soil, clayey soil and rock shown against each case complete as per drawing and Technical Specificationas MORT&H Ref.No. 1200 Sl.No. 12.12A(ii) Depth of sinking reckoned from bed level 3.00 to 10.00 Mtr. (For Minor bridge) |
| 43 | Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all type of strata namely sandy soil, clayey soil and rock shown against each case complete as per drawing and Technical Specificationas MORT&H Ref.No. 1200 Sl.No. 12.12A(iii) Depth of sinking reckoned from bed level 10.00 Mtr. and above (For Minor bridge) |
| 44 | Plain Cement Concrete M-25 Grade in Plugging the bottom of well complete as per drawing and Technical Specification including supply of all materials (but excluding reinforcement) , labours T & P etc. as per relevant clauses of section 1500,1700 & 2100 as per MORT&H specification Sr.No. 12.11C(ii) case-I (For Minor bridge) |
| 45 | Local Sand Filling in side the well between bottom and top plugging including watering ramming and also including necessary T & P, as per MORT&H specification Ref.No. 1207 Sr.No. 12.21 (For Minor bridge) |
| 46 | Plain Cement Concrete M-25 Grade in Plugging the top of well complete as per drawing and Technical Specification including supply of all materials (but excluding of reinforcement) , labours T & P etc.as per relevant clauses of section 1500,1700 & 2100 as per MORT&H specification Sr.No. 12.11E(iii) case-I (For Minor bridge) |
| 47 | Reinforced Cement Concrete M 30 Grade in well caps complete as per drawing and Technical Specification including supply of all materials (but excluding reinforcement) , labours T & P etc. as per relevant clauses of section 1500,1700 & 2100 as per MORT&H specification Sr.No. 12.11F(iii) case-I (For Minor bridge) |
| 48 | Reinforced Cement Concrete M 30 Grade in sub- structure as Abutments Peir backwalls wing walls parapet etc. complete as per drawing and Technical Specification clauses of section 1500,1700 & 2100 as per MORT&H Specification Ref. No. 13.05G (For Minor bridge) |
| 49 | Reinforced Cement Concrete M 35 Grade in super- structure complete as per drawing and Technical Specification clauses of section 1500,1700 & 2100 as per MORT&H Specification Ref. No. 14.01D (i) (For Minor bridge) |
| 50 | Supplying, fitting and placing uncoated HYSD bar reinforcement in Sub Structure complete as per drawing and technical specifications (For Minor bridge) |
| 51 | Supplying, fitting and placing uncoated HYSD bar reinforcement in Superstructurre complete as per drawing and technical specifications (For Minor bridge) |
| 52 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification clause 710.1.4.of IRC:78 & 2200 MORT&H Ref. No. 13.09 (For Minor bridge) |
| 53 | Providing Drainage Spouts complete as per drawing and Technical specification and as per clause 2705 of specifications MORT&H Ref. No. 14.09 (For Minor bridge) |
| 54 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications clause 2000 & 2200 MORT&H Ref. No. 13.16 (For Minor bridge) |
| 55 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORT&H Ref.No. 2504 Sl.No. 16.05 (For Minor bridge protection) |
| 56 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications MORT&H Ref.No. 2504 Sl.No. 16.04 (For Minor bridge protection) |
| 57 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per drawing and Technical specifications MORT&H Ref.No. 304 Sl.No. 12.01B(I) (For Rcc culverts, Rcc drain & Retaining wall) |
| 58 | Providing and laying Cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone ballast 40 mm. nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors as per drawing and Technical specifications MORT&H Ref.No. 2100 Sl.No. 12.04 (For Rcc culverts, Rcc drain & Retaining wall) |
| 59 | Brick masonary work in 1:3 in foundation complete excluding pointing and plastering as per drawing and Technical specifications MORT&H Ref.No. 1300 Sl.No. 12.05 (For Rcc culverts & KC drain etc.) |
| 60 | Brick masonary work in 1:3 in sub-structure complete excluding pointing and plastering as per drawing and Technical specifications MORT&H Ref.No. 1300 & 2200 Sl.No. 13.01 (For Rcc culverts & KC drain etc.) |
| 61 | Provdiing and laying cement concrete Grade M-20 in Sub-stucture including form work, shuttering etc. complete as per drawing and technical specifications and as per drawing and Technical specifications MORT&H Ref.No. 1500, 1700 & 2200 Sl.No. 13.05B (For KC drain) |
| 62 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per drawing and Technical specifications MORT&H Ref.No. 1300 & 2200 Sl.No. 13.03 (For KC drain) |
| 63 | Reinforced Cement Concrete M25 in foundation & Sub-Structure including supply of all materials (but excluding of reinforcement) , labours T & P etc. required for proper completion of the work MORT&H Sl.No. 12.40 B Case-I (for Retaining wall, & Rcc drain) |
| 64 | Reinforced Cement Concrete M 25 in Super Structure including supply of all materials (but excluding of reinforcement) , labours T & P etc. required for proper completion of the work MORT&H Sl.No. 12.40 B Case-I (For Rcc culverts) |
| 65 | Supplying, fitting and placing uncoated HYSD bar reinforcement in foundation & sub structure like retaining wall and drain etc. complete as per drawing and technical specifications MORT&H Ref.No. 1600 Sl.No. 12.42 (for Retaining wall, & Rcc drain) |
| 66 | Supplying, fitting and placing uncoated HYSD bar reinforcement in Superstructure like retaining wall and drain etc. complete as per drawing and technical specifications MORT&H Ref.No. 1600 Sl.No. 14.02 (for Rcc culverts) |
| 67 | Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and technical specifications MORT&H Ref.No. 2706 & 2200 Sl.No. 13.08 (for Rcc culverts) |
| 68 | Providing and laying of Rubber moulded Reflective zig zag 80mm M-30 grade inter locking concrete block pavements having thickness 80 mm as per drawing and Technical Specification clause 1504 SOR ch 20 S no 8 sch pwd 6.7 |
| 69 | Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart etc. complete as per MORT&H No.11.7 (307a) |
| 70 | Maintenance of hedge for one year including cost of Manure sludge/Farm yard manure, Pesticide, Cost of hedge plants @ 10 per cent casualty and water also including all labour, T & P etc. complete as per MORT&H No.11.7 (307b) |
| 71 | 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 mtr., pile diameter 1200 mm .as per drawing and Technical specifications MORT&H Ref.No. 1100 &1700 Sr.No. 12.25A (For Major Bridge) |
| 72 | Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per drawing and Technical specifications MORT&H Ref.No. 1200 &1900 Sr.No. 12.22 (For Major Bridge) |
| 73 | Dismantling of Reinforced Concrete Pile head complete as per drawing and Technical specifications MORT&H Sr.No. 12.39 (For Major Bridge) |
| 74 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per drawing and Technical specifications MORT&H Ref.No. 304 Sl.No. 12.01B(I) (For Major Bridge) |
| 75 | Providing and laying of PCC M15 levelling course 100mm thick below the pile cap as per drawing and Technical specifications MORT&H Ref.No. 1100 &1700 Sr.No. 12.41 (For Major Bridge) |
| 76 | Cement Concrete for Reinforced Concrete M-35 in Pile Cap complete as per drawing and Technical specifications MORT&H Ref.No. 1100,1500 &1700 Sr.No. 12.40D (For Major Bridge) |
| 77 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per drawing and Technical specifications MORT&H Ref.No. 1600 Sr.No. 12.42 (For Major Bridge) |
| 78 | Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305 as per drawing and Technical specifications MORT&H Ref.No. 301 Sr.No. 3.11 (For Major Bridge). |
| 79 | Driven cast-in-place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per drawing and Technical specifications MORT&H Ref.No. 1100 & 1700 Sr.No.12.29 (For Major Bridge). |
| 80 | Plain/Reinforced cement concrete M-35 in sub-structure for Back Wall & Bracket complete as per drawing and Technical specifications MORT&H Ref.No. 1500, 1700 & 2200 Sr.No.13.05H (For Major Bridge) |
| 81 | Plain/Reinforced cement concrete in M-45 sub-structure for Sismic Arrester & Bearing Pedastal complete as per drawing and Technical specifications MORT&H Ref.No. 1500, 1700 & 2200 Sr.No.13.05J (For Major Bridge) |
| 82 | Supplying, Fitting and Placing HYSD bar reinforcement in sub- structure complete as per drawing and Technical specifications MORT&H Ref.No. 1600 & 2200 Sr.No. 13.06 (For Major Bridge) |
| 83 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications Ref.No. 2000 & 2200 Sr.No. 13.18 (For Major Bridge) |
| 84 | Providing structural steel for super-structure complete as per drawing and technical specifications MORT&H Ref.No. 1700 Sr.No. 14.26 (For Major Bridge) |
| 85 | Furnishing and Placing Reinforced/ Prestressed cement concrete M-45 in super-structure as per drawing and Technical Specification MORT&H Ref.No. 1500,1600 & 1700 Sr.No. 14.01FF (For Major Bridge) |
| 86 | Furnishing and Placing Reinforced/Prestressed cement concrete M-40 in super-structure (Crash Barrier )as per drawing and Technical Specification MORT&H Ref.No. 1500,1600 & 1700 Sr.No. 14.01EE (For Major Bridge) |
| 87 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and Technical specifications MORT&H Ref.No. 1600 Sr.No. 14.02 (For Major Bridge) |
| 88 | Providing, fitting and fixing mild steel railing complete as per drawing and Technical specifications MORT&H Ref.No. 2703.2 & 1900 Sr.No. 14.08 (For Major Bridge) |
| 89 | Drainage Spouts complete as per drawing and Technical specifications MORT&H Ref.No. 2705 Sr.No. 14.09 (For Major Bridge) |
| 90 | 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 instructions for installation as per drawing and Technical specifications MORT&H Ref.No. 2607 Sr.No. 14.21 (For Major Bridge) |
| 91 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specifications MORT&H Ref.No. 2700 Sr.No. 14.10 (For Major Bridge) |
| 92 | Reinforced cement concrete m-30 approach slab including reinforcement and formwork complete as per drawing and Technical specification MORT&H Ref.No. 1500,1600,1700 & 2704 Sr.No. 14.11 (For Major Bridge) |
| 93 | Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) as per drawing and Technical specification MORT&H Ref.No. 800 Sr.No. 14.16 (For Major Bridge) |
| 94 | Embankment Erosion Protection using Fine Aggregate Concrete Filled Fabric Form Mattress system as per drawing and Technical specifications MORT&H Sr.No. 16.15 (For Major Bridge) |
| 95 | 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 as per drawing and Technical specifications MORT&H Ref. No. 202 Sr.No. 2.04 (For Major Bridge) |
| 96 | Type - A, \\"W\\" : Metal Beam Crash Barrier 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, 1.1 m 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 |
| 97 | Supply, fixing & erection of built up Overhead Cantilever Structure of 12 mm - 15 M span comprising of one vertical posts of 6.00M height made up of 300 mm N.B. heavy class M.S. pipe as vertical member welded with 10 mm M.S. plate at top & 12 mm M. S. Plate at bottom. The horizontal Truss shall comprise of 50 mm. dia heavy class M.S. pipe and 40 mm dia heavy M.S. pipe as bracing & 10 mm M.S. Plate at bottom for fixing to vertical post as per structure design & drawing with one coat of steel primer and two coats of synthetic enamel paint. The work includes construction of R.C.C. foundation of size 0.90 x 0.90 mtr. of required depth as per site condition for built up structure including Earth work in excavation, 100 mm thick lean concrete in 1 : 4 : 8 ( cement, coarse sand & 40 mm gauge S.B.), R.C.C. with 1 : 2 : 4 (cement, coarse sand & 20 mm gauge Stone Grit) including supply & Fixing of 25 mm dia foundation bolts 600 mm long as per provisions of structure design including cost of re-inforcement & shuttering. The lateral, vertical clearances and complete installation work shall be as per relevant clauses of MORT&H specifications |
| 98 | Supply , Fixing & erection of builtup cantilever structure of 6 M span comprising of three vertical posts of 6M Height made up of 300MM N.B. heavey class M.S. pipe as vertical member welded with 10 mm M.S. plate at top &12mm M.S. plate at bottom. The horizontal Truss shall comprise of 50 mm dia. heavey class M.S. pipe and 40 mm dia heavevy M.S. pipe as bracing &10 mm M.S. plate at bottom for fixing to vertical post as per struture design & drawing with one coat of steel primmer and two coats of synthetic enamel paint.The work includes construction of R.C.C.foundation of size .9x.9 m of required depth as per site condition for built up structure including Earth work in excavation, 100 mm thick lean conc. in 1 :4:8 (cement,coarse sand and 40 mmgauge s/ballast) R.C.C.with 1:2:4 (cement,coarse sand and 20 mmgauge s/ballast) includind supply and fixing of 25 mm dia foundation bolts 600 mm long as per provision of structure design in cludind cost of reinforcement & shuttering. The leteral, vertical clearances and complete installation work shall be as per relevant clauses of MORT&H SPECIFICATIONS sECTION 800 AND irc-67 2010 complete in all respect.The rates shall be included cost of design , fabrication,supply,transportation,local shifting, erection of shinage structure using crane, inclusive royalty vat etc. all T&P,machine, material and labour required for proper completion of work as per direction of Engineer in charge |
| 99 | Providing & fixing of retro reflective signs with a corrosion resistant 4 mm thick aluminium composite pannel face to be fully covered with high intensity prismatic sheeting type IV as per IRC - 67 : 2010 retro reflective sheeting with MS angle frame of 35 x 35 x 5 mm on ms pole 100m diameter with wall thickness of 7.10 mm weighting 20 kg/rm. as per drewing even as per collering scheme as shown in the drawing. |
| 100 | P/L of Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beeds @ 250 gram per sqm. Area thickness of 2.5 mm. is exclusive of surface applied glass beeds as per IRC 35. The finished surface to be level, uniform and free from streaks and holes LKO SOR ch 26 SI No 2 morth 803(8.13) |
| 101 | Marking of Thermoplastic bars (as per approved drawing) of width 300 mm to be set apart by 1000 mm across full width of carriageway by providing and laying of hot applied thermoplastic compound 5.0 mm thick including reflectorising glass beads @ 1500 gms per sqm area, thickness of 5.0 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. Repated Bar Making |
| 102 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. SINGLE CHEVRON (NORMAL) |
| 103 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. SPEED LIMIT |
| 104 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing |
| 105 | S/f of Pavement marker (Cat Eye) Type X-ASTMD-4956-04 Avery Dennison/ 3-M (USA make) consisting of ASA plastic housing fitted with tightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective surface to reflect |
| 106 | Providing and fixing of solar power road marker / solar studs. The solar studs shall be made of alluminium alloy and polycarbonate molded body with circular shape, solar powered,LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. as per MORT&H 8.35 Suggestive |
| 107 | Supplying and instalation of Delinators (road way indicators, hazard markers, object marker) 80-100 cm. high above ground level, painted black and white in 15 cm. wide strips, fitted with 80x100 mm rectangular or 75 mm dia circular reflectorised panel at the top buried or pressed into the ground and conforming to IRC:79 and the drawing. |
| 108 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (HAZARD MARKER) |
| 109 | Supply and fixing of Bollard made (Double side) out of 2 mm thick alluminium sheet face to be coverd with high intensity prismatic grade type-IV sheeting legends, letters, numbers and borders etc. should be As per Mort&h specification no. 601.3.7 welded poly shaped to make it monolithik pilllers size 1200 mm high bollard is having a frame 900x900 mm and 600 mm dia for fixation made out of 35x35x5 mm angle iron and from side is fully cover (size of foundation 0.45x0.45x0.60m) |
| 110 | Flexible Median Marker As Per IRC 79:2019:Flexible Median Marker (FMM) should be used for improving median visibility during dark hours.. Use of Median Marker provides safety against collision happening with medians during night time, or severe weather. Flexible Median Markers shall be provided with fluorescent yellow colour retro-reflective sheeting Type XI as per IRC:67. Flexible Median Marker shall be of tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility to provide high durability 'and U shape structure having rebound / bounce back property, the sheeting shall be of Type XI conforming to IRC:67 and it should be on both the faces whereby providing maximum reflectivity at langer distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the injection molding process. FMM shall be fixed by a combination bf epoxy adhesive and grouting/ drilling on concrete medians or properly constructed solid medians. Height: The marker height shall be a minimum of 180 mm. width 120 mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 mm ReflectiveArea: Shall not be less than 90 cm square. Proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall with stand 50 kg f Tensile loads conforming to ASTM D638 method. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. LKO IRC:79-2019 |
| 111 | Retro-reflectorised Traffic sign as per IRC-67-2012. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67- 2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mid steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from Intemational/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-00) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires. could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and borders etc should be as per MoRTH specification No-801.3.7 Proof of the same in form of government report shall be uploaded while quoting tender. LKO SOR CH-26 MoRTH 801 (8.4) 60 cm equilateral tringle with diffination plate (20cmx60cm) |
| 112 | 60 cm circular with diffination plate (20cmx60cm) |
| 113 | 80 mm x 60 mm rectangular with diffinitation plate (20cmx60cm) |
| 114 | 60 mm x 45 mm rectangular with diffinitation plate (20cmx60cm) |
| 115 | 60 mm x 60 mm square with diffinitation plate (20cmx60cm) |
| 116 | 90 cm high octagon |
| 117 | 50 x 60 cm single chevron |
| 118 | 30 x 90 cm (Left/Right) Object Hazard |
| 119 | The maintenance of above road work including all civil work to the required standards and in the manner as defined in CB Condition and keep the entire road surface, road shoulders and all structures in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 1St Year Maintenance Cost @ Charge - 0% (Total Cost of Item nos. 1 to 111.7) |
| 120 | The maintenance of above road work including all civil work to the required standards and in the manner as defined in CB Condition and keep the entire road surface, road shoulders and all structures in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 2nd Year Maintenance Cost @ Charge - 0.25% (Total Cost of Item nos. 1 to 111.7) |
| 121 | The maintenance of above road work including all civil work to the required standards and in the manner as defined in CB Condition and keep the entire road surface, road shoulders and all structures in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 3rd Year Maintenance Cost @ Charge - 0.50% (Total Cost of Item nos. 1 to 111.7) |
| 122 | The maintenance of above road work including all civil work to the required standards and in the manner as defined in CB Condition and keep the entire road surface, road shoulders and all structures in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 4th Year Maintenance Cost @ Charge - 0.75% (Total Cost of Item nos. 1 to 111.7) |
| 123 | The maintenance of above road work including all civil work to the required standards and in the manner as defined in CB Condition and keep the entire road surface, road shoulders and all structures in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 5th Year Maintenance Cost @ Charge - 1% (Total Cost of Item nos. 1 to 111.7) Please Enable Macros to View BoQ information |
